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  • Monograph/Item  (379)
Type of Material
Type of Publication
  • Monograph/Item  (379)
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Language
  • 1
    Book
    Book
    College Park, Md. : McGrath
    UID:
    (DE-602)b3kat_BV026614583
    Format: 344 S.
    Edition: Repr. [of the ed.] Harper 1937
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 2
    UID:
    (DE-602)b3kat_BV026287644
    Format: 400 S.
    Note: Kopie, erschienen im Verl. Univ. Microfilms Internat., Ann Arbor, Mich. , University of Pennsylvania, Diss., 1978
    Language: English
    Keywords: Hochschulschrift
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  • 3
    Online Resource
    Online Resource
    Cham : Springer International Publishing | Cham : Springer International Publishing AG
    UID:
    (DE-603)453759475
    Format: 1 Online-Ressource (XIII, 101 Seiten) , 50 illus., 39 illus. in color.
    Edition: 1st ed. 2019
    ISBN: 9783030263225 , 3030263223
    Series Statement: Springer Theses, Recognizing Outstanding Ph.D. Research
    Additional Edition: Erscheint auch als Druck-Ausgabe Schreiber, Katherine A Ground States of the Two-Dimensional Electron System at Half-Filling under Hydrostatic Pressure Cham : Springer International Publishing, 2019 9783030263218
    Additional Edition: 9783030263218
    Additional Edition: 9783030263232
    Additional Edition: 9783030263249
    Language: English
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  • 4
    Online Resource
    Online Resource
    Cham : Springer International Publishing | Cham : Springer
    UID:
    (DE-604)BV046190135
    Format: 1 Online-Ressource (XIII, 101 p. 50 illus., 39 illus. in color)
    Edition: 1st ed. 2019
    ISBN: 9783030263225
    Series Statement: Springer Theses, Recognizing Outstanding Ph.D. Research
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 978-3-030-26321-8
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 978-3-030-26323-2
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 978-3-030-26324-9
    Language: English
    URL: Volltext  (URL des Erstveröffentlichers)
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  • 5
    UID:
    (DE-627)1678680508
    Format: 1 Online-Ressource (XIII, 101 Seiten) , Diagramme
    ISBN: 9783030263225
    Series Statement: Springer Theses
    Content: Chapter 1 Introduction -- Chapter 2 The Quantum Hall Nematic Phase -- Chapter 3 Low Temperature Measurement Techniques -- Chapter 4 The Quantum Hall Effect and Hydrostatic Pressure -- Chapter 5 The Fractional Quantum Hall State-to-Nematic Phase Transition Under Hydrostatic Pressure -- Chapter 6 Universality of the Fractional Quantum Hall State-to-Nematic Phase Transition at Half-Filling in the Second Landau Level -- Chapter 7 Origin of the Fractional Quantum Hall State-to-Nematic Phase Transition in the Second Landau Level -- References
    Content: This thesis presents the discovery of a surprising phase transition between a topological and a broken symmetry phase. Phase transitions between broken symmetry phases involve a change in symmetry and those between topological phases require a change in topological order; in rare cases, however, transitions may occur between these two broad classes of phases in which the vanishing of the topological order is accompanied by the emergence of a broken symmetry. This thesis describes observations of such a special phase transition in the two-dimensional electron gas confined in the GaAs/AlGaAs structures. When tuned by hydrostatic pressure, the ν = 5/2 and ν = 7/2 fractional quantum Hall states, believed to be prototypical non-Abelian topological phases of the Pfaffian universality class, give way to an electronic nematic phase. Remarkably, the fractional quantum Hall states involved are due to pairing of emergent particles called composite fermions. The findings reported here, therefore, provide an interesting example of competition of pairing and nematicity. This thesis provides an introduction to quantum Hall physics of the two-dimensional electron gas, contains details of the high pressure experiments, and offers a discussion of the ramifications and of the origins of the newly reported phase transition
    Note: Dissertation Purdue University
    Additional Edition: 9783030263218
    Additional Edition: Erscheint auch als Druck-Ausgabe 978-3-030-26321-8
    Language: English
    Keywords: Elektronengas ; Dimension 2 ; Hydrostatischer Druck ; Tieftemperatur ; Galliumarsenid ; Heterostruktur ; Fraktionierter Quanten-Hall-Effekt ; Topologische Phase ; Nematische Phase ; Hochschulschrift
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  • 6
    Online Resource
    Online Resource
    Zürich : vdf Hochschulverlag
    UID:
    (DE-604)BV047411472
    Format: 1 Online-Ressource (217 Seiten) , 25.684 MB zahlr. Abb., z.T. farbig
    Edition: 1st ed
    ISBN: 9783728138576
    Series Statement: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich
    Content: This thesis investigates the problem of time-dependent stability of geotechnical structures (such as trenches or tunnels) in medium- to low-permeability water-bearing grounds, typically clayey or silty soils. The peculiarity of these soils is that they respond to excavation with a delay. The time-dependency can be traced back to the swelling process triggered by the dissipation of the excavation-induced negative excess pore pressures. Unstable conditions may necessitate improvement or reinforcement of the ground or the application of a support (e.g. by compressed air or pressurized bentonite slurry in the case of tunnel face). As such measures may present economical and operational disadvantages, the question of whether and for how long the excavation can remain stable without support is of great practical relevance. The stand-up time (time lapsing between end of the excavation and the occurrence of failure), and thus the feasibility of refraining from ground reinforcement, improvement or support, depends essentially on soil strength and permeability. The goal of the thesis is to develop a computational method that allows the estimation of the stand-up time, and thus improve construction safety and economy. The main objectives towards this goal are: - analysis of the mechanism of delayed failure by means of fully coupled hydraulic-mechanical continuum-mechanical simulations, investigation into the role of the constitutive behaviour of the ground (particularly that of plastic dilation), and - development of a practical method of dealing with the numerical problem of mesh-sensitivity which occurs due to the localization of deformations when assuming non-associated plasticflow in any geotechnical structure at failure; - planning and performing experiments and validation of the computational method and assumptions; systematic investigation of the stand-up time of the tunnel face and working-out of design charts
    Language: English
    URL: Volltext  (URL des Erstveröffentlichers)
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  • 7
    Online Resource
    Online Resource
    Zürich : vdf Hochschulverlag
    UID:
    (DE-602)b3kat_BV047411472
    Format: 1 Online-Ressource (217 Seiten) , 25.684 MB zahlr. Abb., z.T. farbig
    Edition: 1st ed
    ISBN: 9783728138576
    Series Statement: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich
    Content: This thesis investigates the problem of time-dependent stability of geotechnical structures (such as trenches or tunnels) in medium- to low-permeability water-bearing grounds, typically clayey or silty soils. The peculiarity of these soils is that they respond to excavation with a delay. The time-dependency can be traced back to the swelling process triggered by the dissipation of the excavation-induced negative excess pore pressures. Unstable conditions may necessitate improvement or reinforcement of the ground or the application of a support (e.g. by compressed air or pressurized bentonite slurry in the case of tunnel face). As such measures may present economical and operational disadvantages, the question of whether and for how long the excavation can remain stable without support is of great practical relevance. The stand-up time (time lapsing between end of the excavation and the occurrence of failure), and thus the feasibility of refraining from ground reinforcement, improvement or support, depends essentially on soil strength and permeability. The goal of the thesis is to develop a computational method that allows the estimation of the stand-up time, and thus improve construction safety and economy. The main objectives towards this goal are: - analysis of the mechanism of delayed failure by means of fully coupled hydraulic-mechanical continuum-mechanical simulations, investigation into the role of the constitutive behaviour of the ground (particularly that of plastic dilation), and - development of a practical method of dealing with the numerical problem of mesh-sensitivity which occurs due to the localization of deformations when assuming non-associated plasticflow in any geotechnical structure at failure; - planning and performing experiments and validation of the computational method and assumptions; systematic investigation of the stand-up time of the tunnel face and working-out of design charts
    Language: English
    URL: Volltext  (URL des Erstveröffentlichers)
    Library Location Call Number Volume/Issue/Year Availability
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  • 8
    Online Resource
    Online Resource
    Zürich : vdf Hochschulverlag
    UID:
    (DE-602)gbv_1757880771
    Format: 1 online resource (217 p.) , 25.684 MB zahlr. Abb., z.T. farbig
    Edition: 1st ed.
    ISBN: 9783728138576
    Series Statement: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich 251
    Content: This thesis investigates the problem of time-dependent stability of geotechnical structures (such as trenches or tunnels) in medium- to low-permeability water-bearing grounds, typically clayey or silty soils. The peculiarity of these soils is that they respond to excavation with a delay. The time-dependency can be traced back to the swelling process triggered by the dissipation of the excavation-induced negative excess pore pressures. Unstable conditions may necessitate improvement or reinforcement of the ground or the application of a support (e.g. by compressed air or pressurized bentonite slurry in the case of tunnel face). As such measures may present economical and operational disadvantages, the question of whether and for how long the excavation can remain stable without support is of great practical relevance. The stand-up time (time lapsing between end of the excavation and the occurrence of failure), and thus the feasibility of refraining from ground reinforcement, improvement or support, depends essentially on soil strength and permeability. The goal of the thesis is to develop a computational method that allows the estimation of the stand-up time, and thus improve construction safety and economy. The main objectives towards this goal are: - analysis of the mechanism of delayed failure by means of fully coupled hydraulic-mechanical continuum-mechanical simulations, investigation into the role of the constitutive behaviour of the ground (particularly that of plastic dilation), and - development of a practical method of dealing with the numerical problem of mesh-sensitivity which occurs due to the localization of deformations when assuming non-associated plasticflow in any geotechnical structure at failure; - planning and performing experiments and validation of the computational method and assumptions; systematic investigation of the stand-up time of the tunnel face and working-out of design charts.
    Note: Online resource; title from title screen (viewed May 11, 2021)
    Additional Edition: ISBN 9783728138569
    Additional Edition: Erscheint auch als Druck-Ausgabe ISBN 9783728138569
    Language: English
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  • 9
    Online Resource
    Online Resource
    [Erscheinungsort nicht ermittelbar] : vdf Hochschulverlag | Stuttgart : UTB GmbH
    UID:
    (DE-603)474686701
    Format: 1 Online-Ressource (217 p.)
    Edition: 1st ed.
    ISBN: 9783728138576
    Series Statement: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich 251
    Content: This thesis investigates the problem of time-dependent stability of geotechnical structures (such as trenches or tunnels) in medium- to low-permeability water-bearing grounds, typically clayey or silty soils. The peculiarity of these soils is that they respond to excavation with a delay. The time-dependency can be traced back to the swelling process triggered by the dissipation of the excavation-induced negative excess pore pressures. Unstable conditions may necessitate improvement or reinforcement of the ground or the application of a support (e.g. by compressed air or pressurized bentonite slurry in the case of tunnel face). As such measures may present economical and operational disadvantages, the question of whether and for how long the excavation can remain stable without support is of great practical relevance. The stand-up time (time lapsing between end of the excavation and the occurrence of failure), and thus the feasibility of refraining from ground reinforcement, improvement or support, depends essentially on soil strength and permeability. The goal of the thesis is to develop a computational method that allows the estimation of the stand-up time, and thus improve construction safety and economy. The main objectives towards this goal are: - analysis of the mechanism of delayed failure by means of fully coupled hydraulic-mechanical continuum-mechanical simulations, investigation into the role of the constitutive behaviour of the ground (particularly that of plastic dilation), and - development of a practical method of dealing with the numerical problem of mesh-sensitivity which occurs due to the localization of deformations when assuming non-associated plasticflow in any geotechnical structure at failure; - planning and performing experiments and validation of the computational method and assumptions; systematic investigation of the stand-up time of the tunnel face and working-out of design charts.
    Additional Edition: 9783728138569
    Language: English
    Keywords: Hochschulschrift
    Library Location Call Number Volume/Issue/Year Availability
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  • 10
    Online Resource
    Online Resource
    Zürich : vdf Hochschulverlag
    UID:
    (DE-627)1757880771
    Format: 1 online resource (217 p.) , 25.684 MB zahlr. Abb., z.T. farbig
    Edition: 1st ed.
    ISBN: 9783728138576
    Series Statement: Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich 251
    Content: This thesis investigates the problem of time-dependent stability of geotechnical structures (such as trenches or tunnels) in medium- to low-permeability water-bearing grounds, typically clayey or silty soils. The peculiarity of these soils is that they respond to excavation with a delay. The time-dependency can be traced back to the swelling process triggered by the dissipation of the excavation-induced negative excess pore pressures. Unstable conditions may necessitate improvement or reinforcement of the ground or the application of a support (e.g. by compressed air or pressurized bentonite slurry in the case of tunnel face). As such measures may present economical and operational disadvantages, the question of whether and for how long the excavation can remain stable without support is of great practical relevance. The stand-up time (time lapsing between end of the excavation and the occurrence of failure), and thus the feasibility of refraining from ground reinforcement, improvement or support, depends essentially on soil strength and permeability. The goal of the thesis is to develop a computational method that allows the estimation of the stand-up time, and thus improve construction safety and economy. The main objectives towards this goal are: - analysis of the mechanism of delayed failure by means of fully coupled hydraulic-mechanical continuum-mechanical simulations, investigation into the role of the constitutive behaviour of the ground (particularly that of plastic dilation), and - development of a practical method of dealing with the numerical problem of mesh-sensitivity which occurs due to the localization of deformations when assuming non-associated plasticflow in any geotechnical structure at failure; - planning and performing experiments and validation of the computational method and assumptions; systematic investigation of the stand-up time of the tunnel face and working-out of design charts.
    Note: Online resource; title from title screen (viewed May 11, 2021)
    Additional Edition: 9783728138569
    Additional Edition: Erscheint auch als Druck-Ausgabe 9783728138569
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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