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Failure mechanism and stability anal...

Zhang, Ke.

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Failure mechanism and stability analysis of rock slope = new insight and methods /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Failure mechanism and stability analysis of rock slope/ by Ke Zhang.
其他題名:	new insight and methods /
作者:	Zhang, Ke.
出版者:	Singapore :Springer Singapore : : 2020.,
面頁冊數:	xxvi, 248 p. :ill., digital ;24 cm.
內容註:	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.
Contained By:	Springer Nature eBook
標題:	Rock slopes - Stability. -
電子資源:	https://doi.org/10.1007/978-981-15-5743-9
ISBN:	9789811557439

Failure mechanism and stability analysis of rock slope = new insight and methods /
Zhang, Ke.

Failure mechanism and stability analysis of rock slopenew insight and methods /[electronic resource] :by Ke Zhang. - Singapore :Springer Singapore :2020. - xxvi, 248 p. :ill., digital ;24 cm.

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.

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.

ISBN: 9789811557439

Standard No.: 10.1007/978-981-15-5743-9doiSubjects--Topical Terms:

3529697
Rock slopes
--Stability.

LC Class. No.: TA706 / .Z43 2020

Dewey Class. No.: 624.15132

Failure mechanism and stability analysis of rock slope = new insight and methods /
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505 0 $a 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.
520 $a 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.
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