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Failure Mechanism and Stability Analysis of Rock Slope New Insight and Methods

Zhang Ke
Heftet / 2021 / Engelsk

Produktdetaljer

ISBN
9789811557453
Publisert
2021-07-02
Utgiver
Vendor
Springer Verlag, Singapore
Høyde
235 mm
Bredde
155 mm
Aldersnivå
Research, P, 06
Språk
Product language
Engelsk
Format
Product format
Heftet
Original title
Yan Zhi Bian Po Po Huai Ji Li Ji Wen Ding Fen Xi – Xin Shi Jiao Yu Xin Fang Fa

Forfatter
Zhang Ke

Om bidragsyterne

Ke Zhang is an Associate Professor/Ph.D. Supervisor at the Faculty of Electric Power Engineering, Kunming University of Science and Technology. His main research fields are rock fracture mechanics, slope stability, and advanced numerical methods in engineering. He graduated from Central South University in 2015, and in 2016 he was selected for the “Excellent Doctoral Dissertation Award” by the Chinese Society for Rock Mechanics and Engineering, and took part in the Society’s “Young Elite Scientist Sponsorship Program.” In 2017, he was part of Yunnan Province’s “Thousand Talent Program for Young Outstanding Scientists.” 

Failure Mechanism and Stability Analysis of Rock Slope New Insight and Methods

Zhang Ke
Heftet / 2021 / Engelsk
Zhang Ke
Heftet / 2021 / Engelsk
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This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. 
Les mer
It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features.
Les mer
Introduction.- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass.- Joint Surface Morphology and Shear Behavior.- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior.- Influence of Flaw Density on Shear Fracturing and Fractal Behavior.- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope.- Method for Determining Strength Parameters of Heavily Fractured Rock Mass.-  Kinematical Element Method.-  Integrated Karst Cave Stochastic Model-Limit Equilibrium Method.- Strain-Softening Behavior and Strength Reduction Method.- Three-dimensional Effects.- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities.- Joint Element and Displacement Discontinuity Method.- Discontinuity Kinematical Element Method.- Joint Element and Strength Reduction Method.- Fracture Mechanics Method.
Les mer
This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. 
Les mer
Helps readers understand the failure mechanism in rock slopes in complex geological settings Covers laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes Offers a range of up-to-date approaches for solving complex rock slope problems with more rigorous theories
Les mer

Relaterte produkter

This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. 
Les mer
It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features.
Les mer
Introduction.- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass.- Joint Surface Morphology and Shear Behavior.- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior.- Influence of Flaw Density on Shear Fracturing and Fractal Behavior.- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope.- Method for Determining Strength Parameters of Heavily Fractured Rock Mass.-  Kinematical Element Method.-  Integrated Karst Cave Stochastic Model-Limit Equilibrium Method.- Strain-Softening Behavior and Strength Reduction Method.- Three-dimensional Effects.- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities.- Joint Element and Displacement Discontinuity Method.- Discontinuity Kinematical Element Method.- Joint Element and Strength Reduction Method.- Fracture Mechanics Method.
Les mer
This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. 
Les mer
Helps readers understand the failure mechanism in rock slopes in complex geological settings Covers laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes Offers a range of up-to-date approaches for solving complex rock slope problems with more rigorous theories
Les mer

Produktdetaljer

ISBN
9789811557453
Publisert
2021-07-02
Utgiver
Vendor
Springer Verlag, Singapore
Høyde
235 mm
Bredde
155 mm
Aldersnivå
Research, P, 06
Språk
Product language
Engelsk
Format
Product format
Heftet
Original title
Yan Zhi Bian Po Po Huai Ji Li Ji Wen Ding Fen Xi – Xin Shi Jiao Yu Xin Fang Fa

Forfatter
Zhang Ke

Om bidragsyterne

Ke Zhang is an Associate Professor/Ph.D. Supervisor at the Faculty of Electric Power Engineering, Kunming University of Science and Technology. His main research fields are rock fracture mechanics, slope stability, and advanced numerical methods in engineering. He graduated from Central South University in 2015, and in 2016 he was selected for the “Excellent Doctoral Dissertation Award” by the Chinese Society for Rock Mechanics and Engineering, and took part in the Society’s “Young Elite Scientist Sponsorship Program.” In 2017, he was part of Yunnan Province’s “Thousand Talent Program for Young Outstanding Scientists.” 

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