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  • 1
    UID:
    almahu_9949576440602882
    Format: 1 online resource (118 pages)
    Edition: 1st ed.
    ISBN: 9789819904983
    Series Statement: SpringerBriefs in Applied Sciences and Technology Series
    Note: Intro -- Preface -- Contents -- 1 Introduction -- 1.1 Background -- 1.2 Book Outline -- References -- 2 Analysis on the Shear Stress Propagation Mechanism in the Rock Reinforcement System -- 2.1 Introduction -- 2.2 Previous Study on the Shear Stress Propagation -- 2.2.1 Investigation Approaches -- 2.2.2 Shear Stress Propagation Mechanism -- 2.3 Discussion -- 2.4 Conclusions -- References -- 3 Numerical Simulation of the Shear Behaviour of Cement Grout -- 3.1 Introduction -- 3.2 Selection of the Software -- 3.3 Numerical Simulation Process -- 3.3.1 Simulation of the Cement Grout with a Higher Strength -- 3.3.2 Simulation of the Cement Grout with a Lower Strength -- 3.4 Analysis on the Shear Stress Distribution -- 3.5 Recommendation for Further Work -- 3.6 Conclusions -- References -- 4 Analytical Modelling to Study the Load Transfer Performance of Fully Grouted Rock Bolts -- 4.1 Introduction -- 4.2 Analytical Modelling -- 4.2.1 Bond-Slip Model -- 4.2.2 Governing Equation -- 4.2.3 Pull-Out Stages of Rock Bolts -- 4.3 Calibration of the Input Parameters -- 4.4 Validation of the Analytical Model -- 4.4.1 Validation with a Pull-Out Test -- 4.4.2 Validation with the Other Pull-Out Test -- 4.5 Parametric Study -- 4.5.1 Elastic Modulus of the Confining Medium -- 4.5.2 Shear Strength of the Bolt/Grout Interface -- 4.5.3 Residual Shear Strength of the Bolt/Grout Interface -- 4.6 Conclusions -- References -- 5 Analytical Studying the Confining Medium Diameter Impact on Load-Carrying Capacity of Rock Bolts -- 5.1 Introduction -- 5.2 Analytical Modelling Approach -- 5.3 Modelling Process and Results -- 5.4 Conclusions -- References -- 6 Studying the Bond Performance of Fully Grouted Rock Bolts Based on the Variable Controlling -- 6.1 Introduction -- 6.2 Calculating Principal of the Constitutive Equation -- 6.3 Parameter Study -- 6.3.1 Bolt Diameter. , 6.3.2 Elastic Modulus of Bolts -- 6.3.3 Grouting Length of Bolts -- 6.3.4 Bond Slipping When the Bond Strength Was Reached -- 6.4 Limitation of the Current Study -- 6.5 Recommendation of Further Work -- 6.6 Conclusions -- References -- 7 Analytical Modelling Rock Bolts with a Closed Nonlinear Model -- 7.1 Introduction -- 7.2 Illustration of the Analytical Model -- 7.3 Validation of the Analytical Model -- 7.4 Parametric Study -- 7.4.1 The First Coefficient -- 7.4.2 The Second Coefficient -- 7.4.3 Elastic Modulus of the Rock Bolt -- 7.4.4 Rock Bolt Diameter -- 7.5 Load Distribution Along a Fully Grouted Rock Bolt -- 7.6 Limitation and Recommendation for Future Work -- 7.7 Conclusions -- References.
    Additional Edition: Print version: Chen, Jianhang Bond Failure Mechanism of Fully Grouted Rock Bolts Singapore : Springer,c2023 ISBN 9789819904976
    Language: English
    Keywords: Electronic books. ; Electronic books.
    URL: Volltext  (kostenfrei)
    URL: Volltext  (kostenfrei)
    Library Location Call Number Volume/Issue/Year Availability
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  • 2
    Online Resource
    Online Resource
    Singapore :Springer Nature Singapore :
    UID:
    almahu_9949560734702882
    Format: 1 online resource (VIII, 111 p. 69 illus., 65 illus. in color.)
    Edition: 1st ed. 2023.
    Series Statement: SpringerBriefs in Applied Sciences and Technology,
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9904-97-8
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 3
    UID:
    almahu_9949519826002882
    Format: VIII, 111 p. 69 illus., 65 illus. in color. , online resource.
    Edition: 1st ed. 2023.
    ISBN: 9789819904983
    Series Statement: SpringerBriefs in Applied Sciences and Technology,
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    In: Springer Nature eBook
    Additional Edition: Printed edition: ISBN 9789819904976
    Additional Edition: Printed edition: ISBN 9789819904990
    Additional Edition: Printed edition: ISBN 9789819905003
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 4
    Online Resource
    Online Resource
    Singapore :Springer Nature,
    UID:
    almahu_9949569066802882
    Format: 1 online resource (viii, 111 pages) : , illustrations.
    ISBN: 981-9904-98-6
    Series Statement: SpringerBriefs in applied sciences and technology.
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9905-00-1
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 5
    Online Resource
    Online Resource
    Singapore :Springer Nature Singapore :
    UID:
    edoccha_9961153243402883
    Format: 1 online resource (VIII, 111 p. 69 illus., 65 illus. in color.)
    Edition: 1st ed. 2023.
    Series Statement: SpringerBriefs in Applied Sciences and Technology,
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9904-97-8
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 6
    Online Resource
    Online Resource
    Singapore :Springer Nature,
    UID:
    edoccha_9961262264202883
    Format: 1 online resource (viii, 111 pages) : , illustrations.
    ISBN: 981-9904-98-6
    Series Statement: SpringerBriefs in applied sciences and technology.
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9905-00-1
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
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  • 7
    Online Resource
    Online Resource
    Singapore :Springer Nature,
    UID:
    edocfu_9961262264202883
    Format: 1 online resource (viii, 111 pages) : , illustrations.
    ISBN: 981-9904-98-6
    Series Statement: SpringerBriefs in applied sciences and technology.
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9905-00-1
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
    BibTip Others were also interested in ...
  • 8
    Online Resource
    Online Resource
    Singapore :Springer Nature Singapore :
    UID:
    edocfu_9961153243402883
    Format: 1 online resource (VIII, 111 p. 69 illus., 65 illus. in color.)
    Edition: 1st ed. 2023.
    Series Statement: SpringerBriefs in Applied Sciences and Technology,
    Content: The purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
    Note: Introduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
    Additional Edition: ISBN 981-9904-97-8
    Language: English
    Library Location Call Number Volume/Issue/Year Availability
    BibTip Others were also interested in ...
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