Kooperativer Bibliotheksverbund

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Format: 1 online resource (627 pages)

Edition: 1st ed.

ISBN: 9789819925322

Series Statement: Lecture Notes in Civil Engineering Series ; v.327

Note: Intro -- Preface -- Contents -- Study on the Influence of Sand Mining in the Channel of Sima Bend in Yangzhong of the Yangtze River -- 1 Introduction -- 2 Overview of Research Area -- 2.1 River Profile -- 2.2 Project Overview -- 3 Numerical Simulation -- 3.1 Boundary Conditions -- 3.2 Numerical Basic Equations -- 3.3 Numerical Calculation Method -- 3.4 Calculation Range and Grid -- 4 Mathematical Model Validation -- 4.1 Verification of Flow Velocity Processes and Cross-Sectional Flow Distribution -- 5 Analysis of the Impact of Sand Mining Projects on River Flows -- 5.1 Analysis of Plane Flow Velocity Field and Flow Pattern Changes -- 5.2 Analysis of Changes in the Velocity Field and Flow Regime -- 6 Conclusion -- References -- Study on Fatigue Performance of Typical Fatigue Detail in Orthotropic Steel Deck -- 1 Introduction -- 2 Field Monitoring -- 2.1 Measuring Points -- 2.2 Stress Time History -- 3 Analysis of Measurement Results -- 3.1 Fatigue Stress Amplitude -- 3.2 Fatigue Damage -- 3.3 Conclusions -- References -- Comfort Behavior of High Performance Floor Based on Single-Jump Excitation Mode Considering Time-Space Effect -- 1 Introduction -- 2 Establishing the Differential Equations -- 2.1 Improved Single-Jump Excitation Model -- 2.2 Governing Differential Equation -- 2.3 Dirac Delta Functions and Its Boundary Conditions -- 2.4 Closed Form Solutions -- 3 Verification of the Experimental Method -- 3.1 Model Design -- 3.2 Test Set-Up and Items -- 3.3 Calculation and Verification -- 3.4 Spatial and Temporal Distribution Characteristics -- 3.5 Parameter Analysis -- 4 Conclusion -- References -- Study on High Temperature Performance of Asphalt Mixture and Correlation of Its Evaluation Indexes -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Grading Design -- 2.3 Test Method -- 3 Results and Discussion. , 3.1 High Temperature Rutting Test -- 3.2 High Temperature Shear Resistance Test -- 3.3 Correlation Analysis -- 4 Conclusion -- References -- Cases Study on Foundation Pit Design in Complex Environment of Urban Core Area -- 1 Introduction -- 2 Engineering Situation -- 2.1 Engineering Background -- 2.2 General Situation of Engineering Geology and Hydrogeologic Situation -- 3 General Situation of Foundation Pit Design -- 3.1 Description -- 3.2 Summaries -- 4 Assessment Model of Surrounding Environment -- 4.1 Parameters Description -- 4.2 Model Framework Description -- 4.3 Results -- 5 Conclusions -- References -- Investigation on Contact Force for Asphalt Mixture During Compaction Using DEM -- 1 Introduction -- 2 Materials and DEM Compaction Model -- 2.1 Materials -- 2.2 Experimental Tests -- 2.3 DEM Compaction Model -- 3 Results and Discussion -- 3.1 Contact Force Distribution Law -- 3.2 Contact Force Distribution Variability of Two-dimensional Section -- 4 Conclusions -- References -- Research on the Application of Small Caliber Pilot Jacking Method Under Silt Geology -- 1 Introduction -- 2 Principle of Micro-slit Pilot Roof -- 3 Construction Design of Small Diameter Pilot Top Pulling Method -- 3.1 Selection of Key Technical Parameters -- 3.2 Construction Process of Pilot Top Pulling Method -- 3.3 The Primary Process Design -- 3.4 Quality, Safety and Environmental Measures -- 3.5 Process Characteristics -- 4 Engineering Case Study -- 4.1 Project Overview -- 4.2 Calculation of Maximum Mud Pressure and Nose Pulling Force -- 4.3 Analysis of Economic Benefits -- 5 Conclusions -- References -- Detailed Analysis of Shrinkage and Creep Effect of Concrete in Prestressed Box Girder Bridge -- 1 Introduction -- 2 Prediction Model of Concrete Shrinkage and Creep -- 2.1 CEB-FIP Series Forecasting Model -- 2.2 ACI209 Series Forecasting Model. , 2.3 B3 Prediction Model -- 2.4 GL2000 Prediction Model -- 3 Comparison of Prediction Models -- 3.1 Calculation Method -- 3.2 Finite Element Model -- 3.3 Comparison of Calculated Results and Measured Results -- 4 Fine Analysis of Shrinkage Creep Deformation of Concrete Box Girder -- 4.1 MIDAS/civil Beam Element Model -- 4.2 ANSYS Solid Model without Considering the Influence of Prestressed Tendon Relaxation -- 4.3 ANSYS Solid Model Considering the Influence of Prestressed Tendon Relaxation -- 4.4 Comparison of Calculated Values and Experimental Values of Three Models -- 5 Detailed Analysis of a Prestressed Concrete Continuous Rigid Frame Bridge -- 5.1 Bridge Overview -- 5.2 Finite Element Model -- 5.3 Deflection Caused by Shrinkage and Creep -- 5.4 Shrinkage Creep Stress -- 5.5 Prestress Loss -- 6 Summary -- References -- Research on Carbon Footprint Calculation and Evaluation in Assembled Building Phase -- 1 Introduction -- 2 Construction of Carbon Footprint Model for Assembled Building Process -- 2.1 System Boundary -- 2.2 Analysis on Consumption of Prefabricated Buildings -- 2.3 Carbon Footprint Calculation Model for Prefabricated Buildings -- 3 Carbon Footprint Factor Analysis -- 3.1 Energy Carbon Footprint Factor -- 3.2 Material Carbon Footprint Factor -- 3.3 Carbon Footprint Factor of Transport Machinery -- 3.4 Carbon Footprint Factor of Construction Machinery -- 4 Case Analysis -- 4.1 Project Overview -- 4.2 Carbon Footprint Calculation -- 4.3 Comparative Analysis of Carbon Footprint Concentration -- 5 Conclusion -- References -- Numerical Simulation on Smoke Control for Extra-Long Tunnel Fires -- 1 Introduction -- 2 Method -- 2.1 Physical Model -- 2.2 Fire Scenarios -- 2.3 Governing Equations -- 2.4 Boundary Condition Setting -- 2.5 Grid Independence Test -- 2.6 Working Conditions Setting -- 3 Results and Discussion. , 3.1 Fire Source Located in Region A -- 3.2 Fire Source Located in Region B -- 4 Conclusion -- References -- Surface Vibration of Throw-Type Blast in an Open-Pit Mine -- 1 Introduction -- 2 Engineering Condition -- 3 Materials and Methods -- 3.1 Experiment Instrument -- 3.2 The Blasting Site -- 3.3 The Arrangement of Measured Points -- 4 Result and Discussion -- 4.1 Monitoring Results of Throwing Blasting Vibration -- 4.2 Fourier Transformation -- 5 Conclusion -- References -- Study on Failure Process of Freeze-Thaw Fractured Rock Under Multistage Cyclic Loads -- 1 Introduction -- 2 Model and Test Scheme -- 2.1 Model Establishment -- 2.2 Simulation Scheme -- 3 Analysis of Numerical Calculation Results -- 3.1 Analysis of NFG-1 Simulation Results -- 3.2 Analysis of NFG-33 Simulation Results -- 4 Conclusion -- References -- Optimization Design of Sand and Loess High Slope Based on Combination of Wide and Narrow Platfom--A Case Study of a High Slope in Yulin City -- 1 Introduction -- 2 Profiles -- 2.1 Study Area Profile -- 2.2 Side Slope Profile -- 3 Optimal Design of Scour Resistance Based on Single-stage Slope -- 4 Slope Water Infiltration Analysis -- 4.1 Slope Soil Force Analysis -- 4.2 Parameter Selection -- 4.3 Single-stage Slope Scour Analysis -- 5 Optimized Slope Design Based on Overall Stability -- 5.1 Geometric Models -- 5.2 Boundary Model -- 5.3 Analysis of Results -- 6 Conclusions -- References -- Key Construction and Control Technology of Long Span Self-anchored Suspension Bridge with Cable Before Beam -- 1 Introduction -- 2 Engineering Situation -- 3 Overall Construction Technology of "Cable before Beam" -- 4 Key Construction Technology of "Cable Before Beam" -- 4.1 Permanent-Temporary Combined Temporary Anchoring System -- 4.2 Key Technology of Reverse Lifting Construction -- 5 Key Control Technology of "Cable Before Beam". , 5.1 Consolidating the Steel Beam of the Anchorage Section with the Auxiliary Pier -- 5.2 The Temperature Weld and the System Conversion -- 5.3 Main Cable Slip Control and Cable Conduit Collision -- 6 Conclusion -- References -- Numerical Simulation for the Dynamic Response of Step Topography Subjected to Blasting Load -- 1 Introduction -- 2 Numerical Model -- 2.1 Blasting Load -- 2.2 FLAC2D Calculation Model -- 3 Results and Discussion -- 3.1 Amplification Effect of Step Topography -- 3.2 Vibration Distribution on Step Surface -- 3.3 Frequency Variation of Blasting Vibration Wave -- 4 Conclusion -- References -- Study on the Calculation Mode of Rod Piece Reliability -- 1 Introduction -- 2 Equation of Limit State under Basic Deformation of Online Elastic Range of Member Bar -- 2.1 Selection of Functional Functions, Constants and Random Variables (Taking Plastic Materials as an Example) [2] -- 2.2 Equation of Limit State -- 3 Reliability Calculation Mode in the Case of Different Distribution of Random Variables and Correlation of Failure Modes -- 3.1 JC Method's Equivalent Normal Mean and Standard Deviation and Component Failure Probability pf the Bounds Interval Estimation Method -- 3.2 Jc Method Analysis Steps and Component Failure Probability pf Bound Interval Estimation Method [5] -- 4 Conclusion -- References -- Research on Numerical Simulation Analysis and Engineering Application of Prestressed Anchor Cable Construction -- 1 Introduction -- 2 Project Profile and Key Technologies -- 2.1 Project Profile -- 2.2 Key Technology -- 3 Numerical Calculation Analysis of Prestressed Anchor Cable -- 4 Numerical Simulation of Different Slope Top Loads -- 5 Conclusion -- References -- Stress State of Asphalt Mortar Based on Meso-Scopic Finite Element Simulation and Verification -- 1 Introduction -- 2 Theoretical and Experimental Methods. , 2.1 Digital Image Processing Method.

Additional Edition: Print version: Feng, Guangliang Proceedings of the 9th International Conference on Civil Engineering Singapore : Springer,c2023 ISBN 9789819925315

Language: English

Keywords: Electronic books. ; Electronic books ; Electronic books

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Format: 1 online resource (xix, 339 pages) : , digital, PDF file(s).

ISBN: 9780511553998 (ebook)

Series Statement: European studies in English literature

Uniform Title: Drama.

Content: Manfred Pfister's book is the first to provide a coherent and comprehensive framework for the analysis of plays in all their dramatic and theatrical dimensions. The materical on which his analysis is based covers all genres and periods of drama, from Greek tragedy and comedy to the contemporary theatre, with the plays of Shakespeare providing a special focus. His approach is not historical but systematic, combining more abstract categorisations with detailed and concrete interpretations of specific sample texts. An extensive international bibliography of relevant theatre and drama studies further enhances the practical value of the book.

Note: Title from publisher's bibliographic system (viewed on 05 Oct 2015). , Drama and the dramatic: A critical summary of existing theories -- Dramatic speech situation and dialogue -- Drama as a multimedial form of presentation -- Drama in the context of of public performance activities -- Drama and the theatre: Literary text and stage-enactment -- Dramatic text and theatre design -- Drama and film: some observations -- Theatre as a social institution -- The dramatic text and the audience -- Sending and receiving information: Information in the internal and external communication systems -- Advance information and the audience's horizon of expectations -- The interrelationship of verbal and non-verbal information -- Levels of awareness in the dramatic figures and the audience -- The perspective structure of dramatic texts -- Epic communication structure in drama -- Successiveness and the transmission of information -- Verbal communication: Dramatic language and ordinary language -- The polyfunctionality of dramatic language -- Verbal communication and action -- Verbal communication and dramatic figure -- Monological speech -- Dialogical speech -- Dramatis personae and dramatic figure: The interdependence of plot and figure -- The status of dramatic figures -- Dramatis personae, configuration and figure constellation -- Figure conception and characterisation -- Story and plot: Story, plot and situation -- Presenting the story -- The combination of sequences -- Segmentation and composition -- Structures of time and space: The reality and fictionality of time and space in drama -- Open and closed structures of time and space -- The structure and presentation of space -- The structure and presentation of time.

Additional Edition: Print version: ISBN 9780521320603

Language: English

URL: https://doi.org/10.1017/CBO9780511553998

URL: Volltext  (lizenzpflichtig)

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Format: Illustrationen

ISBN: 978-0-7190-9691-4

In: pages:97-105

In: The idea of the avant garde / ed. by Marc James Léger, Manchester [u.a.], 2014, Seite 97-105, 978-0-7190-9691-4

Language: English

Subjects: German Studies

Keywords: Gespräch

Author information: Kluge, Alexander 1932-

Author information: Negt, Oskar 1934-2024

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Format: xiii, 278 p. : , ill.

Edition: 1st ed.

ISBN: 1-282-10469-1 , 9786612104695 , 90-272-9087-3

Series Statement: Controversies, v. 6

Content: The essays that are collected in Controversy and Confrontation provide a closer insight into the relationship between controversy and confrontation that deepens our understanding of the functioning of argumentative discourse in managing differences of opinion. Their authors stem from two backgrounds. First, the controversy scholars Dascal, Marras, Euli, Regner, Ferreira, and Lessl discuss historical controversies in science, both from a theoretical and an empirical perspective; Saim concentrates on a historical controversy; Fritz provides a historical perspective on controversies by analyzing communication principles. Second the argumentation scholars Johnson, van Laar, van Eemeren, Garssen and Meuffels address theoretical or empirical aspects of argumentative confrontation; Aakhus and Vasilyeva examine argumentative discourse from the perspective of conversation analysis; Jackson analyzes argumentative confrontation in a recent debate between scientists and politicians. Last but not least, two contributors, Kutrovátz and Zemplén, make an attempt to bridge the study of historical controversy and the study of argumentation.

Note: Bibliographic Level Mode of Issuance: Monograph , Controversy and Confrontation -- Editorial page -- Title page -- LCC data -- Table of contents -- Preface -- List of contributors -- Controversy and confrontation in argumentative discourse -- 1. Controversies as argumentative confrontations -- 2. Argumentative confrontations in a dialectical perspective -- 3. Connections between argumentation theory and the analysis of controversies -- 4. Exploring the prospects of joint efforts -- References -- Dichotomies and types of debate -- 1. Introduction* -- 2. Dichotomy and division -- 3. Plato's predicament -- 4. Dichotomies as strategic argumentative tools -- 5. Dichotomization and de-dichotomization in debate -- 5.1 Natural right vs. historicism -- 5.2 Fact vs. value -- 5.3 Combining dichotomization with de-dichotomization? -- 6. Dichotomization at the meta-level -- 7. De-dichotomization at the meta-level -- 8. Re-dichotomizing a de-dichotomized triad? -- References -- Charles Darwin versus George Mivart -- 1. Introduction -- 2. Analytical tools -- 3. The concrete case -- 3.1 The problems -- 3.1.1 Darwin's problem -- 3.1.2 Mivart's problem -- 3.2 Answers -- 3.2.1 Darwin's answer -- 3.2.2 Mivart's answer -- 3.3 Motivations -- 3.3.1 Darwin's motivations -- 3.3.2 Mivart's motivations -- 3.4 Presuppositions -- 3.4.1 Darwin's presuppositions -- 3.4.2 Mivart's presuppositions -- 3.5 General argument -- 3.5.1 Darwin's general argument -- 3.5.2 Mivart's argument -- 3.6 Argumentative strategies -- 3.6.1 Darwin's argumentative strategies -- 3.6.2 Mivart's argumentative strategies -- 3.7 Objections and responses -- 3.7.1 Mivart's objections -- 3.7.2 Darwin's responses -- 4. Conclusion -- References -- Scientific demarcation and metascience -- 1. The NAS and the Nature of Science -- 2. Climate change science in a metascientific vacuum: A hermeneutical thought experiment -- References. , Reforming the Jews, rejecting marginalization -- 1. Introduction -- 2. The debate -- 3. Friedländer's arguments -- 3.1 The critique -- 3.2 The project -- 3.3 Vernűnftelei: Conversion and the "sophistic" rejection of religious ceremonies -- 4. Teller's answer: A polite rebuttal -- 5. Schleiermacher's refutation -- 5.1 The death of judaism -- 6. The freedom of religious choice -- 7. Controversy and debate in the age of reason: Strategies and realities -- References -- Communication principles for controversies -- 1. Introduction -- 2. Types of communication principles -- 3. Properties of communication principles and their contexts of application -- 4. The principle of point-by-point refutation -- 5. Politeness principles -- 6. Conclusion -- References -- On the role of pragmatics, rhetoric and dialectic in scientific controversies -- 1. Introduction -- 2. The model -- 3. The pragmatic, rhetorical and dialectical uses of natural language in the practice of science -- 4. An example of scientific controversy -- 5. Concluding remarks -- References -- A "dialectic ladder" of refutation and dissuasion -- 1. Introduction* -- 2. Refutation and dissuasion in conflict situations -- 3. The Dissuasion Model -- 4. Culmination and crisis of the Dissuasion Model -- 5. A reforming ladder -- 6. Conclusion -- References -- Responding to objections -- 1. Background: The Intuition* -- 2. Possible ways of responding to an objection -- 3. The identity of an argument -- 4. Some examples -- 5. The fertility of an argument -- 6. Conclusion -- References -- Pragmatic inconsistency and credibility -- 1. Introduction* -- 2. Critical discussion -- 3. Inconsistency in a critical discussion -- 4. Rhetorical and dialectical aims in argumentative practice -- 5. Inconsistency in argumentative practice -- 6. Three uses of pointing out a pragmatic inconsistency. , 7. Pointing out a pragmatic inconsistency as a form of strategic manoeuvring -- 8. Soundness conditions -- 9. Conclusion -- References -- Reasonableness in confrontation -- 1. Aims -- 2. The conventional validity of the pragma-dialectical discussion rules -- 3. The unreasonableness of ad hominem fallacies -- 4. The strategy of convergent operationalism -- 4.1 The first method: Adding ad hominem indicators -- 4.2 The second method: Manipulation of discussion contexts -- 4.3 The third method: Justifications of reasonableness judgments -- 4.4 The fourth method: Fallacious vs. non-fallacious personal attacks -- 4.5 The fifth method: A statistical removal of the co-variate politeness -- 5. An exploration: The relationship between reasonableness and persuasiveness -- References -- Managing disagreement space in multiparty deliberation -- 1. Introduction -- 2. Background and analytic approach -- 2.1 The setting -- 2.2 The opening speech -- 2.3 Disagreement management -- 2.4 Commitments and obligations in proposing -- 2.5 Initiating and completing proposals -- 3. Analysis -- 3.1 Expanding disagreement in multi-party deliberation -- 3.2 Summary -- 3.3 Managing disagreement expansion in multiparty deliberation -- 3.4 Orienting to patterns for reasoning about proposals -- 3.5 Framing interaction and the meeting event -- 3.6 Re-framing the opening speech as an incomplete proposal -- 4. Discussion and conclusion -- References -- Predicaments of politicization in the debate over abstinence-only sex education -- 1. Theoretical background -- 2. Predicaments -- 3. Case study: The controversy over the "science of abstinence" -- 3.1 Section by section commentary -- 3.2 Marburger's case -- 3.3 Managing the disagreement space around abstinence-only sex education -- 3.4 Managing the "politicization" disagreement space. , 3.5 The complexity of interlocking disagreement spaces -- 4. Conclusion -- References -- Rhetoric of science, pragma-dialectics, and science studies -- 1. Science studies and rhetoric of science -- 2. Pera's 'rhetoric' of science -- 3. The pragma-dialectical potential for science studies -- 4. Terrains of applicability -- 5. Conclusion -- References -- Scientific controversies and the pragma-dialectical model -- 1. Incorporating argument-analysis into the study of scientific debates* -- 2. Background to the Newton-Lucas correspondence -- 3. Rhetorical accounts of the controversy -- 4. Shortcomings of rhetorical approaches and advantages of dialectical models -- 5. The reconstruction and analysis of Lucas' first letter: The issues -- 6. Earlier evaluations of Lucas's critique -- 7. Evaluating evaluations of historians -- 7.1 Issue (1): The elongation of the image -- 7.2 Issue (2): The shape of the image -- 7.3 Issue (3): The Newtonian theory -- 7.4 The role of experiments -- 7.5 Benefits of a detailed reconstruction -- 8. Newton's first answer -- 8.1 Responding to issues (1) and (2): Taking up the challenge -- 8.2 Difficulties of incorporating rhetorical insights in the pragma-dialectical model -- 9. Not responding to issue (3): Newton's manoeuvring -- 9.1 Radical contextualization of methodology -- 9.2 The opening stage - a precursor to the argumentation stage? -- 10. Conclusion -- References -- Index -- The series Controversies. , English

Additional Edition: ISBN 90-272-1886-2

Language: English

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Format: 1 online resource (320 p.)

Edition: 1st ed.

ISBN: 1-283-04718-7 , 90-272-8569-1 , 9786613047182

Series Statement: Benjamins translation library ; v. 4

Content: A replacement of the author's well-known book on Translation Theory, In Search of a Theory of Translation (1980), this book makes a case for Descriptive Translation Studies as a scholarly activity as well as a branch of the discipline, having immediate consequences for issues of both a theoretical and applied nature. Methodological discussions are complemented by an assortment of case studies of various scopes and levels, with emphasis on the need to contextualize whatever one sets out to focus on.Part One deals with the position of descriptive studies within TS and justifies the author's choice to devote a whole book to the subject. Part Two gives a detailed rationale for descriptive studies in translation and serves as a framework for the case studies comprising Part Three. Concrete descriptive issues are here tackled within ever growing contexts of a higher level: texts and modes of translational behaviour - in the appropriate cultural setup; textual components - in texts, and through these texts, in cultural constellations. Part Four asks the question: What is knowledge accumulated through descriptive studies performed within one and the same framework likely to yield in terms of theory and practice? This is an excellent book for higher-level translation courses.

Note: Bibliographic Level Mode of Issuance: Monograph , DESCRIPTIVE TRANSLATION STUDIES AND BEYOND -- Editorial page -- Title page -- Copyright page -- Table of contents -- INTRODUCTION A Case for Descriptive Translation Studies -- PART ONE. The Pivotal Position of Descriptive Studies and DTS -- 1. Holmes' 'map' of the discipline -- 2. The internal organization of DTS -- 3. Between DTS and Translation Theory -- 4. Between Translation Studies and its applied extensions -- PART TWO. A Rationale for Descriptive Translation Studies -- Chapter 1. Translations as Facts of a 'Target' Culture An Assumption and Its Methodological Implications -- 1. Approaching translation within a target-oriented framework -- 2. Translations as cultural facts -- 3. In need of proper contextualization -- 4. The notion of 'assumed translation' and its contents -- 5. Discovery vs. justification procedures -- Excursus A. Pseudotranslations and Their Significance -- 1. Some uses of pseudotranslating -- 2. Pseudotranslations and Translation Studies -- 3. The enlightening case of Papa Hamlet -- Chapter 2. The Nature and Role of Norms in Translation -- 1. Rules, norms, idiosyncrasies -- 2. Translation as a norm-governed activity -- 3. Translational norms: An overview -- 4. The multiplicity of translational norms -- 5. Studying translational norms -- Chapter 3. Constituting a Method for Descriptive Studies -- 1. Assumed translations and their acceptability -- 2. Types of comparison at the initial stage -- 3. Coming up with the appropriate source text -- 4. (Translation) solutions and (source) problems -- 5. Prospective vs. retrospective stances exemplified by metaphor -- 6. Uncovering the underlying concept of translation -- Chapter 4. The Coupled Pair of Replacing + Replaced Segments -- 1. The need for a unit of comparative analysis -- 2. An exemplary analysis of one pair of texts -- 3. Justifying the use of the coupled pair. , 4. Testing the coupling hypothesis in real time -- Chapter 5. An Exemplary 'Study in Descriptive Studies' Conjoint Phrases as Translational Solutions -- 1. The phrases' significance assured -- 2. The use of binomials in translated texts -- 3. Shifts, relationships, first-level generalizations -- 4. Second-level generalizations and further research prospects -- 5. Applying research findings in actual translation -- PART THREE. Translation-in-Context An Assortment of Case Studies -- Chapter 6. Between a 'Golden Poem' and a Shakespearean Sonnet -- 1. Prior to 1916: A meaningful void -- 2. 1916-1923: Modified 'Golden Poems' -- 3. 1929: An alternative point of departure -- 4. Moving away from the Golden Poem -- 5. 1943 onwards: A mixed situation -- 6. A glimpse into the future -- Chapter 7. A Lesson from Indirect Translation -- 1. Mediated translations as an object for study -- 2. The 'German' period in Hebrew literature -- 2.1. The concept of translation -- 2.2. The symptomatic status of indirect translation -- 2.3. The role of German culture as a supplier -- 2.4. Translating English literature via German -- 3. Moving into the revival period -- 3.1. The 'Russification ' of Hebrew literature -- 3.2. The position of German and English -- 3.3. The Russified model and translation from other languages -- 4. The anglicization of Hebrew literature -- Chapter 8. Literary Organization and Translation Strategies A Text is Sifted Through a Mediating Model -- 1. Added rhymes and verbal formulation -- 2. Adding a [fictional] epic situation and tightening the overall structure -- 3. What was so wrong with the original model? -- 4. A mediating model and its origin -- 5. External source vs. internal legitimation -- 6. Enhancing the translation's acceptability -- 7. Was there any alternative? -- 8. Appendix -- Tom Freud. "Das Schlaraffenland. , Tom Freud / Chaim Nahman Bialik. "Gan-Eden ha-taxton -- Excursus B. 'Translation of Literary Texts' vs. 'Literary Translation' -- 1. The two senses of 'literary translation' -- 2. 'Linguistic', 'textual' and 'literary' modes of translation -- 3. 'Literary translation' and target-orientedness -- 4. Cultural distance and the gap between the two senses of 'literary translation' -- 5. Appendix: 27 English translation of the "Crow" haiku -- Chapter 9. Studying Interim Solutions Possibilities and Implications -- 1. Trying to close in on the 'little black box' -- 2. Tracing the emergence of a translation -- 3. Possible implications for Translation Theory -- Chapter 10. A Translation Comes into Being Hamlet's Monologue in Hebrew -- 1. The materials under study -- 2. Prosodic constraints and the unit of consideration -- 3. Using revisions to uncover constraints -- 4. Conclusions and implications -- Chapter 11. Translation-Specific Lexical Items and Their Lexicographical Treatment -- 1. Translation specificity -- 2. Translation-specific lexical items -- 3. Translation-specific lexemes as candidates for the dictionary -- 4. The 'meaning' of translation-specific items -- 5. Submitting translations to lexical study -- 6. Towards exemplary dictionary entries -- Chapter 12. Experimentation in Translation Studies Achievements, Prospects and Some Pitfalls -- 1. Empirical sciences and empirical methods -- 2. Product-oriented empirical studies -- 2.1. Cloze tests -- 2.2. The use of questionnaires -- 3. Process-oriented empirical studies -- 3.1. Thinking-Aloud Protocols -- 4. Concluding remarks -- Excursus C. A Bilingual Speaker Becomes a Translator A Tentative Development Model -- 1. Nature vs. nurture in the making of translators -- 2. An innateness hypothesis is not enough -- 3. The making of a 'native' translator -- 4. How would a developmental model be validated?. , 5. Possible implications for translator training -- PART FOUR. Beyond Descriptive Studies Towards Laws of Translational Behaviour -- 1. Non-lawlike generalizations -- 2. The probabilistic nature of translational laws -- 3. Two exemplary laws -- 3.1. The law of growing standardization -- 3.2. First steps towards a law of interference -- REFERENCES -- SUBJECT INDEX -- AUTHOR INDEX -- The series Benjamins Translation Library. , English

Additional Edition: ISBN 90-272-1606-1

Additional Edition: ISBN 90-272-2145-6

Language: English

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Format: 1 online resource (302 p.)

Edition: 1st ed.

ISBN: 1-283-04726-8 , 9786613047267 , 90-272-8610-8

Series Statement: Pragmatics & beyond ; new ser., 3

Content: This volume deals with a variety of pragmatic issues involved in cross-language and interlanguage studies as well as second-language acquisition and cross-cultural studies. Part I contains papers dealing with general issues stemming from contrastive work, for example, the question of tertium comparationis and its place in the development of contrastive studies as well as the applicability of generalizations proposed by speech-act theorists in contrasting concrete languages and cultures. The second part tackles a number of pragmatic issues involved in second-language learners' written productions, classroom discourse, as well as more general questions pertaining to pragmatic errors and learners' interlanguage. An Index of terms and an Index of names complete the volume.

Note: Bibliographic Level Mode of Issuance: Monograph , CONTRASTIVE PRAGMATICS -- Editorial page -- Title page -- Copyright page -- Table of contents -- Acknowledgments -- Preface -- REFERENCES -- List of contributors -- 1: PRAGMATICS IN CROSS-LANGUAGE STUDIES -- The ethnography of English compliments and compliment responses: a contrastive sketch -- 1. INTRODUCTION -- 2. COMPLIMENTS AND COMPLIMENT RESPONSES -- 3. DATA: PRELIMINARIES -- 3.1 Analysis -- 3.2 American data -- 3.2.1 Agreements -- 3.2.2 Nonagreements -- 3.2.3 Request Interpretation -- 3.2.4 Frequency and Relationship Analysis -- 3.3 South African Data -- 3.4 Discussion -- 4. AN ETHNOGRAPHIC ANALYSIS -- 5. SUMMARY -- NOTES -- REFERENCES -- On representatives* as a class of illocutionary acts -- 1. SEARLE'S CHARACTERIZATION OF REPRESENTATIVES AND CRITICISMS -- 2. TWO ASPECTS OF TRUTH AND THE CONSEQUENCES STEMMING FROM THAT DISTINCTION -- 3. SCALAR ANALYSIS OF REPRESENTATIVES -- 4. A PROTOTYPE ANALYSIS OF REPRESENTATIVES IN ENGLISH AND POLISH -- 5. IS IT INTERESTING TO COMPARE TYPES OF ILLOCUTIONARY ACTS IN TWO OR MORE LANGUAGES? -- NOTES -- REFERENCES -- Towards a typology of contrastive studies -- 1. INTRODUCTION -- 2. SOME TERMINOLOGICAL ISSUES -- 3. EXTERNAL & -- INTERNAL PRINCIPLES OF TAXONOMY -- 4. TEXT-BOUND CS -- 5. SYSTEMATIC CS -- 6. IMMEDIATELY RELEVANT TCs VS. ULTIMATELY RELE-VANT TCs -- 7. CONCLUSIONS -- NOTES -- REFERENCES -- Praising and complimenting -- 1. INTRODUCTION -- 2. SOCIAL AND LINGUISTIC CHARACTERISTICS OF PRAISING AND COMPLIMENTING ACTS -- 3. ILLOCUTIONARY STRUCTURE OF PRAISING AND COMPLIMENTING -- 4. LINGUISTIC STRUCTURE OF PRAISING AND COMPLIMENTING (POLISH) -- 4.1 Indirectness -- 5. PRAISING/COMPLIMENTING AND DISCOURSE ORGANIZATION -- 5.1 Discourse consequences -- 5.2 Pre-acts -- 6. ENGLISH DATA COMPARED -- 7. CONCLUSION -- NOTES -- REFERENCES -- Interactive ethnolinguistics -- 1. INTRODUCTION. , 2. CONVERSATIONAL MAXIMS AS APPLIED TO THE ANALYSIS OF CROSS-CULTURAL COMMUNICATION -- 3. MAXIMS AND POLITENESS -- 4. CROSS-CULTURAL EXAMPLES: WESTERN APACHE AND (AMERICAN) ENGLISH SPEAKERS -- 5. CONCLUSIONS -- REFERENCES -- The impact of the child's world on pairing form and function in Antiguan Creole and English -- 1. INTRODUCTION -- 2. FORM AND FUNCTION -- 2.1 Form - Function Pairing -- 2.2 Form, Function, and the Expression of Modality -- 2.3 The Child's Approach -- 3. THE DATA -- 3.1 Antiguan Creole -- 3.2 Standard American English -- 4. CROSSCULTURAL COMPARISON -- 5. CONCLUSIONS -- NOTES -- REFERENCES -- II: PRAGMATICS IN INTERLANGUAGE AND SECOND LANGUAGE ACQUISITION STUDIES -- Collocational blends of advanced second language learners: a preliminary analysis -- 1. THE PROBLEM -- 2. THE CASE -- 2.1 Topic -- 2.2 Text -- 2.3 Blends -- 2.4 Analysis of text -- 2.4.1 Statement 1 -- 2.4.2 Statement 2 -- 2.4.3 Statement 3 -- 2.4.4 Statement 4 -- 2.4.5 Statement 5 -- 2.4.6 Statement 6 -- 2.4.6 Statement 7 -- 2.4.8 Statement 8 -- 2.4.9 Statement 9 -- 2.4.10 Statement 10 -- 2.4.11 Statement 11 -- 2.4.12 Statement 12 -- 2.5 Discussion -- 3. A TENTATIVE CATEGORIZATION -- 3.1 Intra-clausal blends -- 3.1.1 Prepositional phrases -- 3.1.3 A djective complementation -- 3.1.2 Verb complementation -- 3.1.4 Noun phrases -- 3.2 Supra-clausal blends -- 4. RESUME -- NOTES -- BIBLIOGRAPHY -- On describing and analyzing foreign language classroom discourse -- 1. INTRODUCTION -- 2. CHARACTERISTICS OF FOREIGN LANGUAGE CLASSROOM DISCOURSE -- 2.1 Correctness of content and correctness of language -- 2.2 Ambiguous utterances in discourse -- 3. ON THE HIERARCHICAL STRUCTURE OF FOREIGN LANGUAGE CLASSROOM DISCOURSE -- 4. A MODEL OF ANALYSIS -- 4.1 Acts -- 4.2 Moves -- 4.3 Exchanges -- 4.4 Transactions -- 4.5 Didactic units -- 5. CONCLUSION -- NOTES -- REFERENCES. , Interactive procedures in interlanguage discourse -- 1. INTRODUCTION -- 2. OPENING AND CLOSING DISCOURSE -- 2.1 Openings in non-educational discourse -- 2.2 Openings in educational discourse -- 2.3 Closing in non-educational discourse -- 2.4 Closings in educational discourse -- 3. DISCOURSE REGULATION -- 3.1 Discourse regulation in non-educational discourse -- 3.2 Discourse regulation in educational discourse -- 4. CONCLUSION -- NOTES -- REFERENCES -- Well don't blame me! On the interpretation of pragmatic errors -- 1. BACKGROUND -- 2. CATEGORIES OF PRAGMATIC ERROR -- 2.1 Examples of pragmalinguistic failure: -- 2.2 Examples of sociopragmatic failure: -- 3. A SCHEMATISATION OF THE INTERPRETATION OF PRAGMATIC ERRORS -- 3.1 Communicative strategies -- 3.2 Perception of situation -- 3.2.1 Background knowledge -- 3.2.2 Communicative context -- 3.2.3 The spatio-temporal setting -- 3.3 Errors in (inter)action -- REFERENCES -- Coexisting discourse worlds and the study of pragmatic aspects of learners' interlanguage -- 1. INTRODUCTION -- 2. THE SITUATIONAL FRAME, DISCOURSE WORLDS, AND LEARNER DATA -- 3. WORLD SWITCHING IN ROLE ENACTMENTS -- 4. CONCLUDING REMARKS -- NOTES -- REFERENCES -- Indexof terms and authors -- The series Pragmatics & -- Beyond New Series. , English

Additional Edition: ISBN 90-272-5009-X

Additional Edition: ISBN 1-55619-050-6

Language: English

UID:

Format: 1 online resource.

ISBN: 9780470661673 , 0470661674 , 9780470661789 , 047066178X , 9780470662496 , 0470662492 , 047074846X , 9780470748466

Series Statement: [Wiley finance series]

Content: The book's content is focused on rigorous and advanced quantitative methods for the pricing and hedging of counterparty credit and funding risk. The new general theory that is required for this methodology is developed from scratch, leading to a consistent and comprehensive framework for counterparty credit and funding risk, inclusive of collateral, netting rules, possible debit valuation adjustments, re-hypothecation and closeout rules. The book however also looks at quite practical problems, linking particular models to particular 'concrete' financial situations across asset classes, incl.

Note: Counterparty Credit Risk, Collateral and Funding; Contents; Ignition; Abbreviations and Notation; PART I COUNTERPARTY CREDIT RISK, COLLATERAL AND FUNDING; 1 Introduction; 1.1 A Dialogue on CVA; 1.2 Risk Measurement: Credit VaR; 1.3 Exposure, CE, PFE, EPE, EE, EAD; 1.4 Exposure and Credit VaR; 1.5 Interlude: P and Q; 1.6 Basel; 1.7 CVA and Model Dependence; 1.8 Input and Data Issues on CVA; 1.9 Emerging Asset Classes: Longevity Risk; 1.10 CVA and Wrong Way Risk; 1.11 Basel III: VaR of CVA and Wrong Way Risk; 1.12 Discrepancies in CVA Valuation: Model Risk and Payoff Risk. , 1.13 Bilateral Counterparty Risk: CVA and DVA1.14 First-to-Default in CVA and DVA; 1.15 DVA Mark-to-Market and DVA Hedging; 1.16 Impact of Close-Out in CVA and DVA; 1.17 Close-Out Contagion; 1.18 Collateral Modelling in CVA and DVA; 1.19 Re-Hypothecation; 1.20 Netting; 1.21 Funding; 1.22 Hedging Counterparty Risk: CCDS; 1.23 Restructuring Counterparty Risk: CVA-CDOs and Margin Lending; 2 Context; 2.1 Definition of Default: Six Basic Cases; 2.2 Definition of Exposures; 2.3 Definition of Credit Valuation Adjustment (CVA); 2.4 Counterparty Risk Mitigants: Netting. , 2.5 Counterparty Risk Mitigants: Collateral2.5.1 The Credit Support Annex (CSA); 2.5.2 The ISDA Proposal for a New Standard CSA; 2.5.3 Collateral Effectiveness as a Mitigant; 2.6 Funding; 2.6.1 A First Attack on Funding Cost Modelling; 2.6.2 The General Funding Theory and its Recursive Nature; 2.7 Value at Risk (VaR) and Expected Shortfall (ES) of CVA; 2.8 The Dilemma of Regulators and Basel III; 3 Modelling the Counterparty Default; 3.1 Firm Value (or Structural) Models; 3.1.1 The Geometric Brownian Assumption; 3.1.2 Merton's Model; 3.1.3 Black and Cox's (1976) Model. , 3.1.4 Credit Default Swaps and Default Probabilities3.1.5 Black and Cox (B & C) Model Calibration to CDS: Problems; 3.1.6 The AT1P Model; 3.1.7 A Case Study with AT1P: Lehman Brothers Default History; 3.1.8 Comments; 3.1.9 SBTV Model; 3.1.10 A Case Study with SBTV: Lehman Brothers Default History; 3.1.11 Comments; 3.2 Firm Value Models: Hints at the Multiname Picture; 3.3 Reduced Form (Intensity) Models; 3.3.1 CDS Calibration and Intensity Models; 3.3.2 A Simpler Formula for Calibrating Intensity to a Single CDS; 3.3.3 Stochastic Intensity: The CIR Family. , 3.3.4 The Cox-Ingersoll-Ross Model (CIR) Short-Rate Model for r3.3.5 Time-Inhomogeneous Case: CIR++ Model; 3.3.6 Stochastic Diffusion Intensity is Not Enough: Adding Jumps. The JCIR(++) Model; 3.3.7 The Jump-Diffusion CIR Model (JCIR); 3.3.8 Market Incompleteness and Default Unpredictability; 3.3.9 Further Models; 3.4 Intensity Models: The Multiname Picture; 3.4.1 Choice of Variables for the Dependence Structure; 3.4.2 Firm Value Models?; 3.4.3 Copula Functions; 3.4.4 Copula Calibration, CDOs and Criticism of Copula Functions; PART II PRICING COUNTERPARTY RISK: UNILATERAL CVA. , English.

Additional Edition: Print version: Brigo, Damiano, 1966- Counterparty credit risk, collateral and funding. Chichester, West Sussex : John Wiley & Sons Inc., 2013 ISBN 9780470748466

Language: English

Keywords: Electronic books. ; Electronic books. ; Electronic books. ; Electronic books. ; Electronic books. ; Electronic books.

URL: https://onlinelibrary.wiley.com/doi/book/10.1002/9781118818589

URL: https://onlinelibrary.wiley.com/doi/book/10.1002/9781118818589

URL: https://onlinelibrary.wiley.com/doi/book/10.1002/9781118818589

UID:

Format: 1 online resource (iv, 355 pages) : , illustrations

Edition: Second edition.

ISBN: 0-12-804234-6

Note: Cove -- Title Page -- Copyright Page -- Contents -- List of figures -- List of tables -- 1 - Site investigation and soil conditions -- 1.1 - Origin of rocks and soils -- 1.1.1 - Earth cools down -- 1.1.2 - Rock weathering -- 1.1.3 - Brief overview of rocks -- 1.1.3.1 - Igneous rocks -- 1.1.3.1.1 - Extrusive igneous rocks -- 1.1.3.1.2 - Intrusive igneous rocks -- 1.1.3.2 - Sedimentary rocks -- 1.1.3.3 - Metamorphic rocks -- 1.1.3.3.1 - Formation of metamorphic rocks -- 1.2 - Soil strata types -- 1.2.1 - Water -- 1.2.1.1 - Alluvial deposits (river beds) -- 1.2.1.2 - Marine deposits -- 1.2.1.3 - Lacustrine deposits (lake beds) -- 1.2.2 - Wind deposits (eolian deposits) -- 1.2.3 - Glacial deposits -- 1.2.4 - Colluvial deposits -- 1.2.5 - Residual soil (weathered in situ soil) -- 1.3 - Site investigation -- 1.3.1 - Cohesion -- 1.3.2 - Friction -- 1.3.3 - Measurement of friction -- 1.3.4 - Measurement of cohesion -- 1.4 - Origin of a project -- 1.4.1 - Geotechnical investigation procedures -- 1.4.2 - Literature survey -- 1.4.2.1 - Adjacent property owners -- 1.4.2.2 - Aerial surveys -- 1.4.3 - Field visit -- 1.4.3.1 - Hand augering -- 1.4.3.2 - Sloping ground -- 1.4.3.3 - Nearby structures -- 1.4.3.4 - Contaminated soils -- 1.4.3.5 - Underground utilities -- 1.4.3.6 - Overhead power lines -- 1.4.3.7 - Man-made fill areas -- 1.4.3.8 - Field visit checklist -- 1.5 - Pile foundations versus shallow foundations -- 1.5.1 - Soil modification -- 1.6 - Subsurface investigation phase -- 1.6.1 - Soil strata identification -- 1.6.2 - Augering -- 1.6.3 - Mud rotary drilling -- 1.6.4 - Boring program -- 1.6.5 - Test pits -- 1.6.6 - Hand digging prior to drilling -- 1.7 - Geotechnical field tests -- 1.7.1 - SPT (N) value -- 1.8 - SPT (N) and friction angle -- 1.9 - Field tests -- 1.9.1 - Pocket penetrometer -- 1.9.2 - Vane shear test. , 1.9.3 - Cone penetration testing -- 1.9.4 - Friction ratio -- 1.10 - Pressure meter testing -- 1.10.1 - The equal pressure increment method -- 1.10.2 - The equal volume increment method -- 1.10.3 - SPT-CPT correlations -- 1.10.4 - Standard CPT device -- 1.10.5 - Standard SPT device -- 1.10.6 - Dilatometer testing -- References -- 2 - Geophysical methods -- 2.1 - Ground-penetrating radar methods -- 2.1.1 - General methodology -- 2.1.2 - Single borehole GPR -- 2.1.3 - Procedure -- 2.1.4 - Cross-hole GPR -- 2.2 - Seismic method -- 2.2.1 - Reflected seismic waves versus refracted seismic waves -- 2.2.2 - Seismic P- and S-waves -- 2.2.2.1 - S-Waves -- 2.2.2.2 - Surface waves -- 2.2.3 - Down-hole seismic testing -- 2.2.4 - Cross-hole seismic testing -- 3 - Groundwater -- 3.1 - Introduction -- 3.1.1 - Magmatic water -- 3.1.2 - Connate water -- 3.1.3 - Metamorphic water -- 3.1.4 - Juvenile water -- 3.2 - Vertical distribution of groundwater -- 3.2.1 - Soil-water zone -- 3.2.2 - Intermediate vadose zone -- 3.2.3 - Capillary zone -- 3.3 - Aquifers, aquicludes, aquifuges, and aquitards -- 3.3.1 - Aquifer -- 3.3.2 - Aquiclude -- 3.3.3 - Aquitard -- 3.3.4 - Aquifuges -- 3.3.5 - Piezometric surface versus groundwater level -- 3.3.6 - Aquitard under pressure -- 3.3.7 - Vertical upward groundwater flow -- 3.3.8 - Vertical groundwater flow -- 3.3.9 - Monitoring wells -- 3.3.10 - Aquifers with artesian pressure -- Reference -- 4 - Foundation types -- 4.1 - Shallow foundations -- 4.2 - Mat foundations -- 4.3 - Pile foundations -- 4.4 - Caissons -- 4.5 - Foundation selection criteria -- 5 - Pile types -- 5.1 - Displacement Piles -- 5.2 - Nondisplacement piles -- 5.3 - Timber piles -- 5.3.1 - Timber pile decay: biological agents -- 5.3.1.1 - Fungi -- 5.3.1.1.1 - Identification of fungi attack -- 5.3.1.2 - Marine borers -- 5.3.1.3 - Preservation of timber piles. , 5.3.2 - Shotcrete encasement of timber piles -- 5.3.3 - Timber pile installation -- 5.3.3.1 - Splicing of timber piles -- 5.4 - Steel 'H' piles -- 5.4.1 - Splicing of H-piles -- 5.4.2 - Guidelines for splicing (international building code) -- 5.5 - Pipe piles -- 5.5.1 - Closed-end pipe piles -- 5.5.2 - Open-end pipe piles -- 5.5.2.1 - Ideal situations for open-end pipe piles -- 5.5.2.2 - Telescoping -- 5.5.2.3 - Splicing of pipe piles -- 5.6 - Precast concrete piles -- 5.6.1 - Reinforced concrete piles -- 5.6.2 - Prestressed concrete piles -- 5.6.3 - Hollow-tubular section concrete piles -- 5.6.4 - Driven cast-in-place concrete piles -- 5.6.5 - Splicing of concrete piles -- 5.7 - Augercast piles (continuous flight auger piles) -- 5.7.1 - Construction methodology -- 5.7.2 - Casing removal type -- 5.7.3 - Skin friction in cased augercast pile -- 5.7.4 - Skin friction in partially cased augercast pile -- 5.8 - Frankie piles -- 5.9 - Delta piles -- 5.10 - Vibrex piles (casing removal type) -- 5.11 - Compressed base type -- 5.12 - Precast piles with grouted base -- 5.12.1 - Capacity of grouted base piles -- 5.13 - Mandrel driven piles -- 5.14 - Composite piles -- 5.14.1 - Pipe pile/timber pile composite -- 5.14.2 - Precast concrete piles with H-section -- 5.14.3 - Uncased concrete and timber piles -- 5.15 - Fiber-reinforced plastic piles -- 5.15.1 - Materials used -- 5.15.2 - Types of FRP piles -- 5.15.2.1 - Plastic pile with a steel core -- 5.15.2.2 - Reinforced plastic piles -- 5.15.2.3 - Fiberglass pipe piles -- 5.15.2.4 - Plastic lumber -- 5.15.3 - Use of wave equation for plastic piles -- 6 - Selection of piles -- 6.1 - H-sections -- 6.2 - Concrete piles -- 6.3 - Augercast piles -- 6.4 - Open- and closed-end pipe piles -- 6.5 - Concrete piles -- 6.6 - Augercast piles -- 6.7 - H-piles -- 7 - Static and dynamic analysis. , 7.1 - Pile design in sandy soils (static analysis) -- 7.1.1 - Description of terms -- 7.1.1.1 - Effective stress (σ9) -- 7.1.1.2 - Nq (bearing capacity factor) -- 7.1.1.3 - K (lateral earth pressure coefficient) -- 7.1.1.3.1 - K0:- in situ soil condition -- 7.1.1.3.2 - Ka:- active condition -- 7.1.1.3.3 - Kp:- passive condition -- 7.1.1.3.4 - K: soil near piles -- 7.1.1.4 - tand (wall friction angle) -- 7.1.1.5 - Ap (perimeter surface area of the pile) -- 7.2 - Equations for end bearing capacity in sandy soils -- 7.2.1 - API method (American Petroleum Institute, 1984) -- 7.2.2 - Martin et al. (1987) -- 7.2.3 - NAVFAC DM 7.2 (1984) -- 7.2.4 - Bearing capacity factor (Nq) -- 7.3 - Equations for skin friction in sandy soils -- 7.3.1 - Driven piles -- 7.3.1.1 - McClelland (1974) -- 7.3.1.2 - Meyerhoff (1976) (driven piles) -- 7.3.1.3 - Meyerhoff (1976) (bored piles) -- 7.3.1.4 - Kraft and Lyons (1974) -- 7.3.1.5 - NAVFAC DM 7.2 (1984) -- 7.3.2 - Pile skin friction angle (d) -- 7.3.3 - Lateral earth pressure coefficient (K) -- 7.3.4 - Average K method -- 7.4 - Design examples -- 7.5 - Parameters that affect end bearing capacity -- 7.6 - Critical depth for end bearing capacity (sandy soils) -- 7.7 - Critical depth for skin friction (sandy soils) -- 7.7.1 - Experimental evidence for critical depth -- 7.7.2 - Reasons for limiting skin friction -- References -- 8 - Design of driven piles -- 8.1 - Pile design in sandy soils (dynamic analysis) -- 8.1.1 - Engineering news formula -- 8.1.2 - Design example -- 8.1.3 - Danish formula -- 8.2 - Water jetting -- 8.3 - Driving stresses -- 8.3.1 - Example -- 8.3.2 - Maximum allowable driving stresses -- 8.4 - Pile design in clayey soils -- 8.4.1 - Skin friction and end-bearing resistance -- 8.4.2 - End bearing versus skin friction (typical example) -- 8.4.3 - Case study: foundation design options. , 8.4.3.1 - General soil conditions -- 8.4.3.2 - Foundation option 1 -- 8.4.3.3 - Foundation option 2 -- 8.4.3.4 - Foundation option 3 -- 8.4.3.5 - Foundation option 4 -- 8.4.3.6 - Foundation option 5 -- 8.4.3.7 - Foundation option 6 -- 8.5 - Structural design of piles -- 8.5.1 - Timber pile design -- 8.5.1.1 - Quality of timber piles -- 8.5.1.2 - Knots -- 8.5.1.3 - Holes -- 8.5.1.4 - Preservatives -- 8.5.2 - Piles in marine environments -- 8.5.3 - Allowable stresses in timber -- 8.5.4 - Straightness criteria -- 8.5.5 - Allowable working stress for round timber piles -- 8.5.6 - Timber pile case study: Parakkum building, Colombo, Sri Lanka -- 8.5.6.1 - Static analysis -- 8.5.7 - Case study: bridge pile design (timber piles) -- 8.5.8 - Bridge pile design -- 8.5.8.1 - Soil parameters -- 8.5.8.2 - Earthquake -- 8.6 - Recommended guidelines for pile design -- 8.6.1 - Steel piles -- 8.6.2 - Minimum dimensions for steel pipe piles -- 8.6.3 - Concrete piles -- 8.6.3.1 - Reinforced precast concrete piles -- 8.6.3.2 - Prestressed concrete piles -- 8.6.3.3 - Concrete filled shell piles -- 8.6.3.4 - Augered pressure-grouted concrete piles -- 8.6.3.5 - Maximum driving stress -- 8.7 - Uplift forces -- 8.7.1 - Uplift due to high groundwater -- 8.7.2 - Uplift forces due to wind -- 8.8 - Pile design in expansive soil -- 8.8.1 - Identification of expansive soils -- 8.8.2 - Pile design options -- 8.8.3 - Pile caps -- 8.9 - Open-ended pipe pile design: semiempirical approach -- 8.9.1 - Plug ratio -- 8.9.2 - Incremental filling ratio -- 8.9.2.1 - Measurement of IFR -- 8.9.3 - Correlation between PLR and IFR -- 8.9.4 - End-bearing capacity of open-ended piles in sandy soils -- 8.9.5 - Skin friction of open-ended pipe piles in sandy soils -- 8.9.5.1 - Prediction of plugging -- 8.10 - Case study 1: friction piles -- 8.10.1 - Project description. , 8.10.2 - Soil condition at the site.

Additional Edition: ISBN 0-12-804202-8

Language: English

UID:

Format: 1 online resource (iv, 355 pages) : , illustrations

Edition: Second edition.

ISBN: 0-12-804234-6

Note: Cove -- Title Page -- Copyright Page -- Contents -- List of figures -- List of tables -- 1 - Site investigation and soil conditions -- 1.1 - Origin of rocks and soils -- 1.1.1 - Earth cools down -- 1.1.2 - Rock weathering -- 1.1.3 - Brief overview of rocks -- 1.1.3.1 - Igneous rocks -- 1.1.3.1.1 - Extrusive igneous rocks -- 1.1.3.1.2 - Intrusive igneous rocks -- 1.1.3.2 - Sedimentary rocks -- 1.1.3.3 - Metamorphic rocks -- 1.1.3.3.1 - Formation of metamorphic rocks -- 1.2 - Soil strata types -- 1.2.1 - Water -- 1.2.1.1 - Alluvial deposits (river beds) -- 1.2.1.2 - Marine deposits -- 1.2.1.3 - Lacustrine deposits (lake beds) -- 1.2.2 - Wind deposits (eolian deposits) -- 1.2.3 - Glacial deposits -- 1.2.4 - Colluvial deposits -- 1.2.5 - Residual soil (weathered in situ soil) -- 1.3 - Site investigation -- 1.3.1 - Cohesion -- 1.3.2 - Friction -- 1.3.3 - Measurement of friction -- 1.3.4 - Measurement of cohesion -- 1.4 - Origin of a project -- 1.4.1 - Geotechnical investigation procedures -- 1.4.2 - Literature survey -- 1.4.2.1 - Adjacent property owners -- 1.4.2.2 - Aerial surveys -- 1.4.3 - Field visit -- 1.4.3.1 - Hand augering -- 1.4.3.2 - Sloping ground -- 1.4.3.3 - Nearby structures -- 1.4.3.4 - Contaminated soils -- 1.4.3.5 - Underground utilities -- 1.4.3.6 - Overhead power lines -- 1.4.3.7 - Man-made fill areas -- 1.4.3.8 - Field visit checklist -- 1.5 - Pile foundations versus shallow foundations -- 1.5.1 - Soil modification -- 1.6 - Subsurface investigation phase -- 1.6.1 - Soil strata identification -- 1.6.2 - Augering -- 1.6.3 - Mud rotary drilling -- 1.6.4 - Boring program -- 1.6.5 - Test pits -- 1.6.6 - Hand digging prior to drilling -- 1.7 - Geotechnical field tests -- 1.7.1 - SPT (N) value -- 1.8 - SPT (N) and friction angle -- 1.9 - Field tests -- 1.9.1 - Pocket penetrometer -- 1.9.2 - Vane shear test. , 1.9.3 - Cone penetration testing -- 1.9.4 - Friction ratio -- 1.10 - Pressure meter testing -- 1.10.1 - The equal pressure increment method -- 1.10.2 - The equal volume increment method -- 1.10.3 - SPT-CPT correlations -- 1.10.4 - Standard CPT device -- 1.10.5 - Standard SPT device -- 1.10.6 - Dilatometer testing -- References -- 2 - Geophysical methods -- 2.1 - Ground-penetrating radar methods -- 2.1.1 - General methodology -- 2.1.2 - Single borehole GPR -- 2.1.3 - Procedure -- 2.1.4 - Cross-hole GPR -- 2.2 - Seismic method -- 2.2.1 - Reflected seismic waves versus refracted seismic waves -- 2.2.2 - Seismic P- and S-waves -- 2.2.2.1 - S-Waves -- 2.2.2.2 - Surface waves -- 2.2.3 - Down-hole seismic testing -- 2.2.4 - Cross-hole seismic testing -- 3 - Groundwater -- 3.1 - Introduction -- 3.1.1 - Magmatic water -- 3.1.2 - Connate water -- 3.1.3 - Metamorphic water -- 3.1.4 - Juvenile water -- 3.2 - Vertical distribution of groundwater -- 3.2.1 - Soil-water zone -- 3.2.2 - Intermediate vadose zone -- 3.2.3 - Capillary zone -- 3.3 - Aquifers, aquicludes, aquifuges, and aquitards -- 3.3.1 - Aquifer -- 3.3.2 - Aquiclude -- 3.3.3 - Aquitard -- 3.3.4 - Aquifuges -- 3.3.5 - Piezometric surface versus groundwater level -- 3.3.6 - Aquitard under pressure -- 3.3.7 - Vertical upward groundwater flow -- 3.3.8 - Vertical groundwater flow -- 3.3.9 - Monitoring wells -- 3.3.10 - Aquifers with artesian pressure -- Reference -- 4 - Foundation types -- 4.1 - Shallow foundations -- 4.2 - Mat foundations -- 4.3 - Pile foundations -- 4.4 - Caissons -- 4.5 - Foundation selection criteria -- 5 - Pile types -- 5.1 - Displacement Piles -- 5.2 - Nondisplacement piles -- 5.3 - Timber piles -- 5.3.1 - Timber pile decay: biological agents -- 5.3.1.1 - Fungi -- 5.3.1.1.1 - Identification of fungi attack -- 5.3.1.2 - Marine borers -- 5.3.1.3 - Preservation of timber piles. , 5.3.2 - Shotcrete encasement of timber piles -- 5.3.3 - Timber pile installation -- 5.3.3.1 - Splicing of timber piles -- 5.4 - Steel 'H' piles -- 5.4.1 - Splicing of H-piles -- 5.4.2 - Guidelines for splicing (international building code) -- 5.5 - Pipe piles -- 5.5.1 - Closed-end pipe piles -- 5.5.2 - Open-end pipe piles -- 5.5.2.1 - Ideal situations for open-end pipe piles -- 5.5.2.2 - Telescoping -- 5.5.2.3 - Splicing of pipe piles -- 5.6 - Precast concrete piles -- 5.6.1 - Reinforced concrete piles -- 5.6.2 - Prestressed concrete piles -- 5.6.3 - Hollow-tubular section concrete piles -- 5.6.4 - Driven cast-in-place concrete piles -- 5.6.5 - Splicing of concrete piles -- 5.7 - Augercast piles (continuous flight auger piles) -- 5.7.1 - Construction methodology -- 5.7.2 - Casing removal type -- 5.7.3 - Skin friction in cased augercast pile -- 5.7.4 - Skin friction in partially cased augercast pile -- 5.8 - Frankie piles -- 5.9 - Delta piles -- 5.10 - Vibrex piles (casing removal type) -- 5.11 - Compressed base type -- 5.12 - Precast piles with grouted base -- 5.12.1 - Capacity of grouted base piles -- 5.13 - Mandrel driven piles -- 5.14 - Composite piles -- 5.14.1 - Pipe pile/timber pile composite -- 5.14.2 - Precast concrete piles with H-section -- 5.14.3 - Uncased concrete and timber piles -- 5.15 - Fiber-reinforced plastic piles -- 5.15.1 - Materials used -- 5.15.2 - Types of FRP piles -- 5.15.2.1 - Plastic pile with a steel core -- 5.15.2.2 - Reinforced plastic piles -- 5.15.2.3 - Fiberglass pipe piles -- 5.15.2.4 - Plastic lumber -- 5.15.3 - Use of wave equation for plastic piles -- 6 - Selection of piles -- 6.1 - H-sections -- 6.2 - Concrete piles -- 6.3 - Augercast piles -- 6.4 - Open- and closed-end pipe piles -- 6.5 - Concrete piles -- 6.6 - Augercast piles -- 6.7 - H-piles -- 7 - Static and dynamic analysis. , 7.1 - Pile design in sandy soils (static analysis) -- 7.1.1 - Description of terms -- 7.1.1.1 - Effective stress (σ9) -- 7.1.1.2 - Nq (bearing capacity factor) -- 7.1.1.3 - K (lateral earth pressure coefficient) -- 7.1.1.3.1 - K0:- in situ soil condition -- 7.1.1.3.2 - Ka:- active condition -- 7.1.1.3.3 - Kp:- passive condition -- 7.1.1.3.4 - K: soil near piles -- 7.1.1.4 - tand (wall friction angle) -- 7.1.1.5 - Ap (perimeter surface area of the pile) -- 7.2 - Equations for end bearing capacity in sandy soils -- 7.2.1 - API method (American Petroleum Institute, 1984) -- 7.2.2 - Martin et al. (1987) -- 7.2.3 - NAVFAC DM 7.2 (1984) -- 7.2.4 - Bearing capacity factor (Nq) -- 7.3 - Equations for skin friction in sandy soils -- 7.3.1 - Driven piles -- 7.3.1.1 - McClelland (1974) -- 7.3.1.2 - Meyerhoff (1976) (driven piles) -- 7.3.1.3 - Meyerhoff (1976) (bored piles) -- 7.3.1.4 - Kraft and Lyons (1974) -- 7.3.1.5 - NAVFAC DM 7.2 (1984) -- 7.3.2 - Pile skin friction angle (d) -- 7.3.3 - Lateral earth pressure coefficient (K) -- 7.3.4 - Average K method -- 7.4 - Design examples -- 7.5 - Parameters that affect end bearing capacity -- 7.6 - Critical depth for end bearing capacity (sandy soils) -- 7.7 - Critical depth for skin friction (sandy soils) -- 7.7.1 - Experimental evidence for critical depth -- 7.7.2 - Reasons for limiting skin friction -- References -- 8 - Design of driven piles -- 8.1 - Pile design in sandy soils (dynamic analysis) -- 8.1.1 - Engineering news formula -- 8.1.2 - Design example -- 8.1.3 - Danish formula -- 8.2 - Water jetting -- 8.3 - Driving stresses -- 8.3.1 - Example -- 8.3.2 - Maximum allowable driving stresses -- 8.4 - Pile design in clayey soils -- 8.4.1 - Skin friction and end-bearing resistance -- 8.4.2 - End bearing versus skin friction (typical example) -- 8.4.3 - Case study: foundation design options. , 8.4.3.1 - General soil conditions -- 8.4.3.2 - Foundation option 1 -- 8.4.3.3 - Foundation option 2 -- 8.4.3.4 - Foundation option 3 -- 8.4.3.5 - Foundation option 4 -- 8.4.3.6 - Foundation option 5 -- 8.4.3.7 - Foundation option 6 -- 8.5 - Structural design of piles -- 8.5.1 - Timber pile design -- 8.5.1.1 - Quality of timber piles -- 8.5.1.2 - Knots -- 8.5.1.3 - Holes -- 8.5.1.4 - Preservatives -- 8.5.2 - Piles in marine environments -- 8.5.3 - Allowable stresses in timber -- 8.5.4 - Straightness criteria -- 8.5.5 - Allowable working stress for round timber piles -- 8.5.6 - Timber pile case study: Parakkum building, Colombo, Sri Lanka -- 8.5.6.1 - Static analysis -- 8.5.7 - Case study: bridge pile design (timber piles) -- 8.5.8 - Bridge pile design -- 8.5.8.1 - Soil parameters -- 8.5.8.2 - Earthquake -- 8.6 - Recommended guidelines for pile design -- 8.6.1 - Steel piles -- 8.6.2 - Minimum dimensions for steel pipe piles -- 8.6.3 - Concrete piles -- 8.6.3.1 - Reinforced precast concrete piles -- 8.6.3.2 - Prestressed concrete piles -- 8.6.3.3 - Concrete filled shell piles -- 8.6.3.4 - Augered pressure-grouted concrete piles -- 8.6.3.5 - Maximum driving stress -- 8.7 - Uplift forces -- 8.7.1 - Uplift due to high groundwater -- 8.7.2 - Uplift forces due to wind -- 8.8 - Pile design in expansive soil -- 8.8.1 - Identification of expansive soils -- 8.8.2 - Pile design options -- 8.8.3 - Pile caps -- 8.9 - Open-ended pipe pile design: semiempirical approach -- 8.9.1 - Plug ratio -- 8.9.2 - Incremental filling ratio -- 8.9.2.1 - Measurement of IFR -- 8.9.3 - Correlation between PLR and IFR -- 8.9.4 - End-bearing capacity of open-ended piles in sandy soils -- 8.9.5 - Skin friction of open-ended pipe piles in sandy soils -- 8.9.5.1 - Prediction of plugging -- 8.10 - Case study 1: friction piles -- 8.10.1 - Project description. , 8.10.2 - Soil condition at the site.

Additional Edition: ISBN 0-12-804202-8

Language: English

UID:

Format: 1 online resource (iv, 355 pages) : , illustrations

Edition: Second edition.

ISBN: 0-12-804234-6

Note: Cove -- Title Page -- Copyright Page -- Contents -- List of figures -- List of tables -- 1 - Site investigation and soil conditions -- 1.1 - Origin of rocks and soils -- 1.1.1 - Earth cools down -- 1.1.2 - Rock weathering -- 1.1.3 - Brief overview of rocks -- 1.1.3.1 - Igneous rocks -- 1.1.3.1.1 - Extrusive igneous rocks -- 1.1.3.1.2 - Intrusive igneous rocks -- 1.1.3.2 - Sedimentary rocks -- 1.1.3.3 - Metamorphic rocks -- 1.1.3.3.1 - Formation of metamorphic rocks -- 1.2 - Soil strata types -- 1.2.1 - Water -- 1.2.1.1 - Alluvial deposits (river beds) -- 1.2.1.2 - Marine deposits -- 1.2.1.3 - Lacustrine deposits (lake beds) -- 1.2.2 - Wind deposits (eolian deposits) -- 1.2.3 - Glacial deposits -- 1.2.4 - Colluvial deposits -- 1.2.5 - Residual soil (weathered in situ soil) -- 1.3 - Site investigation -- 1.3.1 - Cohesion -- 1.3.2 - Friction -- 1.3.3 - Measurement of friction -- 1.3.4 - Measurement of cohesion -- 1.4 - Origin of a project -- 1.4.1 - Geotechnical investigation procedures -- 1.4.2 - Literature survey -- 1.4.2.1 - Adjacent property owners -- 1.4.2.2 - Aerial surveys -- 1.4.3 - Field visit -- 1.4.3.1 - Hand augering -- 1.4.3.2 - Sloping ground -- 1.4.3.3 - Nearby structures -- 1.4.3.4 - Contaminated soils -- 1.4.3.5 - Underground utilities -- 1.4.3.6 - Overhead power lines -- 1.4.3.7 - Man-made fill areas -- 1.4.3.8 - Field visit checklist -- 1.5 - Pile foundations versus shallow foundations -- 1.5.1 - Soil modification -- 1.6 - Subsurface investigation phase -- 1.6.1 - Soil strata identification -- 1.6.2 - Augering -- 1.6.3 - Mud rotary drilling -- 1.6.4 - Boring program -- 1.6.5 - Test pits -- 1.6.6 - Hand digging prior to drilling -- 1.7 - Geotechnical field tests -- 1.7.1 - SPT (N) value -- 1.8 - SPT (N) and friction angle -- 1.9 - Field tests -- 1.9.1 - Pocket penetrometer -- 1.9.2 - Vane shear test. , 1.9.3 - Cone penetration testing -- 1.9.4 - Friction ratio -- 1.10 - Pressure meter testing -- 1.10.1 - The equal pressure increment method -- 1.10.2 - The equal volume increment method -- 1.10.3 - SPT-CPT correlations -- 1.10.4 - Standard CPT device -- 1.10.5 - Standard SPT device -- 1.10.6 - Dilatometer testing -- References -- 2 - Geophysical methods -- 2.1 - Ground-penetrating radar methods -- 2.1.1 - General methodology -- 2.1.2 - Single borehole GPR -- 2.1.3 - Procedure -- 2.1.4 - Cross-hole GPR -- 2.2 - Seismic method -- 2.2.1 - Reflected seismic waves versus refracted seismic waves -- 2.2.2 - Seismic P- and S-waves -- 2.2.2.1 - S-Waves -- 2.2.2.2 - Surface waves -- 2.2.3 - Down-hole seismic testing -- 2.2.4 - Cross-hole seismic testing -- 3 - Groundwater -- 3.1 - Introduction -- 3.1.1 - Magmatic water -- 3.1.2 - Connate water -- 3.1.3 - Metamorphic water -- 3.1.4 - Juvenile water -- 3.2 - Vertical distribution of groundwater -- 3.2.1 - Soil-water zone -- 3.2.2 - Intermediate vadose zone -- 3.2.3 - Capillary zone -- 3.3 - Aquifers, aquicludes, aquifuges, and aquitards -- 3.3.1 - Aquifer -- 3.3.2 - Aquiclude -- 3.3.3 - Aquitard -- 3.3.4 - Aquifuges -- 3.3.5 - Piezometric surface versus groundwater level -- 3.3.6 - Aquitard under pressure -- 3.3.7 - Vertical upward groundwater flow -- 3.3.8 - Vertical groundwater flow -- 3.3.9 - Monitoring wells -- 3.3.10 - Aquifers with artesian pressure -- Reference -- 4 - Foundation types -- 4.1 - Shallow foundations -- 4.2 - Mat foundations -- 4.3 - Pile foundations -- 4.4 - Caissons -- 4.5 - Foundation selection criteria -- 5 - Pile types -- 5.1 - Displacement Piles -- 5.2 - Nondisplacement piles -- 5.3 - Timber piles -- 5.3.1 - Timber pile decay: biological agents -- 5.3.1.1 - Fungi -- 5.3.1.1.1 - Identification of fungi attack -- 5.3.1.2 - Marine borers -- 5.3.1.3 - Preservation of timber piles. , 5.3.2 - Shotcrete encasement of timber piles -- 5.3.3 - Timber pile installation -- 5.3.3.1 - Splicing of timber piles -- 5.4 - Steel 'H' piles -- 5.4.1 - Splicing of H-piles -- 5.4.2 - Guidelines for splicing (international building code) -- 5.5 - Pipe piles -- 5.5.1 - Closed-end pipe piles -- 5.5.2 - Open-end pipe piles -- 5.5.2.1 - Ideal situations for open-end pipe piles -- 5.5.2.2 - Telescoping -- 5.5.2.3 - Splicing of pipe piles -- 5.6 - Precast concrete piles -- 5.6.1 - Reinforced concrete piles -- 5.6.2 - Prestressed concrete piles -- 5.6.3 - Hollow-tubular section concrete piles -- 5.6.4 - Driven cast-in-place concrete piles -- 5.6.5 - Splicing of concrete piles -- 5.7 - Augercast piles (continuous flight auger piles) -- 5.7.1 - Construction methodology -- 5.7.2 - Casing removal type -- 5.7.3 - Skin friction in cased augercast pile -- 5.7.4 - Skin friction in partially cased augercast pile -- 5.8 - Frankie piles -- 5.9 - Delta piles -- 5.10 - Vibrex piles (casing removal type) -- 5.11 - Compressed base type -- 5.12 - Precast piles with grouted base -- 5.12.1 - Capacity of grouted base piles -- 5.13 - Mandrel driven piles -- 5.14 - Composite piles -- 5.14.1 - Pipe pile/timber pile composite -- 5.14.2 - Precast concrete piles with H-section -- 5.14.3 - Uncased concrete and timber piles -- 5.15 - Fiber-reinforced plastic piles -- 5.15.1 - Materials used -- 5.15.2 - Types of FRP piles -- 5.15.2.1 - Plastic pile with a steel core -- 5.15.2.2 - Reinforced plastic piles -- 5.15.2.3 - Fiberglass pipe piles -- 5.15.2.4 - Plastic lumber -- 5.15.3 - Use of wave equation for plastic piles -- 6 - Selection of piles -- 6.1 - H-sections -- 6.2 - Concrete piles -- 6.3 - Augercast piles -- 6.4 - Open- and closed-end pipe piles -- 6.5 - Concrete piles -- 6.6 - Augercast piles -- 6.7 - H-piles -- 7 - Static and dynamic analysis. , 7.1 - Pile design in sandy soils (static analysis) -- 7.1.1 - Description of terms -- 7.1.1.1 - Effective stress (σ9) -- 7.1.1.2 - Nq (bearing capacity factor) -- 7.1.1.3 - K (lateral earth pressure coefficient) -- 7.1.1.3.1 - K0:- in situ soil condition -- 7.1.1.3.2 - Ka:- active condition -- 7.1.1.3.3 - Kp:- passive condition -- 7.1.1.3.4 - K: soil near piles -- 7.1.1.4 - tand (wall friction angle) -- 7.1.1.5 - Ap (perimeter surface area of the pile) -- 7.2 - Equations for end bearing capacity in sandy soils -- 7.2.1 - API method (American Petroleum Institute, 1984) -- 7.2.2 - Martin et al. (1987) -- 7.2.3 - NAVFAC DM 7.2 (1984) -- 7.2.4 - Bearing capacity factor (Nq) -- 7.3 - Equations for skin friction in sandy soils -- 7.3.1 - Driven piles -- 7.3.1.1 - McClelland (1974) -- 7.3.1.2 - Meyerhoff (1976) (driven piles) -- 7.3.1.3 - Meyerhoff (1976) (bored piles) -- 7.3.1.4 - Kraft and Lyons (1974) -- 7.3.1.5 - NAVFAC DM 7.2 (1984) -- 7.3.2 - Pile skin friction angle (d) -- 7.3.3 - Lateral earth pressure coefficient (K) -- 7.3.4 - Average K method -- 7.4 - Design examples -- 7.5 - Parameters that affect end bearing capacity -- 7.6 - Critical depth for end bearing capacity (sandy soils) -- 7.7 - Critical depth for skin friction (sandy soils) -- 7.7.1 - Experimental evidence for critical depth -- 7.7.2 - Reasons for limiting skin friction -- References -- 8 - Design of driven piles -- 8.1 - Pile design in sandy soils (dynamic analysis) -- 8.1.1 - Engineering news formula -- 8.1.2 - Design example -- 8.1.3 - Danish formula -- 8.2 - Water jetting -- 8.3 - Driving stresses -- 8.3.1 - Example -- 8.3.2 - Maximum allowable driving stresses -- 8.4 - Pile design in clayey soils -- 8.4.1 - Skin friction and end-bearing resistance -- 8.4.2 - End bearing versus skin friction (typical example) -- 8.4.3 - Case study: foundation design options. , 8.4.3.1 - General soil conditions -- 8.4.3.2 - Foundation option 1 -- 8.4.3.3 - Foundation option 2 -- 8.4.3.4 - Foundation option 3 -- 8.4.3.5 - Foundation option 4 -- 8.4.3.6 - Foundation option 5 -- 8.4.3.7 - Foundation option 6 -- 8.5 - Structural design of piles -- 8.5.1 - Timber pile design -- 8.5.1.1 - Quality of timber piles -- 8.5.1.2 - Knots -- 8.5.1.3 - Holes -- 8.5.1.4 - Preservatives -- 8.5.2 - Piles in marine environments -- 8.5.3 - Allowable stresses in timber -- 8.5.4 - Straightness criteria -- 8.5.5 - Allowable working stress for round timber piles -- 8.5.6 - Timber pile case study: Parakkum building, Colombo, Sri Lanka -- 8.5.6.1 - Static analysis -- 8.5.7 - Case study: bridge pile design (timber piles) -- 8.5.8 - Bridge pile design -- 8.5.8.1 - Soil parameters -- 8.5.8.2 - Earthquake -- 8.6 - Recommended guidelines for pile design -- 8.6.1 - Steel piles -- 8.6.2 - Minimum dimensions for steel pipe piles -- 8.6.3 - Concrete piles -- 8.6.3.1 - Reinforced precast concrete piles -- 8.6.3.2 - Prestressed concrete piles -- 8.6.3.3 - Concrete filled shell piles -- 8.6.3.4 - Augered pressure-grouted concrete piles -- 8.6.3.5 - Maximum driving stress -- 8.7 - Uplift forces -- 8.7.1 - Uplift due to high groundwater -- 8.7.2 - Uplift forces due to wind -- 8.8 - Pile design in expansive soil -- 8.8.1 - Identification of expansive soils -- 8.8.2 - Pile design options -- 8.8.3 - Pile caps -- 8.9 - Open-ended pipe pile design: semiempirical approach -- 8.9.1 - Plug ratio -- 8.9.2 - Incremental filling ratio -- 8.9.2.1 - Measurement of IFR -- 8.9.3 - Correlation between PLR and IFR -- 8.9.4 - End-bearing capacity of open-ended piles in sandy soils -- 8.9.5 - Skin friction of open-ended pipe piles in sandy soils -- 8.9.5.1 - Prediction of plugging -- 8.10 - Case study 1: friction piles -- 8.10.1 - Project description. , 8.10.2 - Soil condition at the site.

Additional Edition: ISBN 0-12-804202-8

Language: English