Slope Stability Analysis and Stabilization: New Methods and Insight, Second Edition
Autor Y. M. Cheng, C. K. Lauen Limba Engleză Hardback – 20 mai 2014
Using a unified approach to address a medley of engineering and construction problems, Slope Stability Analysis and Stabilization: New Methods and Insight, Second Edition provides helpful practical advice and design resources for the practicing engineer. This text examines a range of current methods for the analysis and design of slopes, and details the limitations of both limit equilibrium and the finite element method in the assessment of the stability of a slope. It also introduces a variety of alternative approaches for overcoming numerical non-convergence and the location of critical failure surfaces in two-dimensional and three-dimensional cases.
What’s New in the Second Edition:
This latest edition builds on the concepts of the first edition and covers the case studies involved in slope stability analysis in greater detail. The book adds a chapter on the procedures involved in performing limit equilibrium analysis, as well as a chapter on the design and construction practice in Hong Kong. It includes more examples and illustrations on the distinct element of slope, the relation between limit equilibrium and plasticity theory, the fundamental connections between slope stability analysis and the bearing capacity problem, as well as the stability of the three-dimensional slope under patch load conditions.
- Addresses new concepts in three-dimensional stability analysis, finite element analysis, and the extension of slope stability problems to lateral earth pressure problems
- Offers a unified approach to engineering and construction problems, including slope stability, bearing capacity, and earth pressure behind retaining structures
- Emphasizes how to translate the conceptual design conceived in the design office into physical implementation on site in a holistic way
- Discusses problems that were discovered during the development of associated computer programs
| Toate formatele și edițiile | Preț | Express |
|---|---|---|
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| CRC Press – 28 apr 2017 | 531.20 lei 6-8 săpt. | |
| Hardback (1) | 1911.12 lei 6-8 săpt. | |
| CRC Press – 20 mai 2014 | 1911.12 lei 6-8 săpt. |
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Specificații
ISBN-13: 9781466582835
ISBN-10: 1466582839
Pagini: 438
Ilustrații: 243 black & white illustrations, 80 black & white tables
Dimensiuni: 156 x 234 x 30 mm
Greutate: 0.97 kg
Ediția:Revizuită
Editura: CRC Press
Colecția CRC Press
ISBN-10: 1466582839
Pagini: 438
Ilustrații: 243 black & white illustrations, 80 black & white tables
Dimensiuni: 156 x 234 x 30 mm
Greutate: 0.97 kg
Ediția:Revizuită
Editura: CRC Press
Colecția CRC Press
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Cuprins
Introduction. Basic slope stability analysis methods. Location of critical failure surface, convergence and advanced formulations. Finite-element methods for slope stability analysis and comparisons with limit equilibrium analysis. Three-dimensional slope stability analysis. Implementation. Routine assessment of feature and design of landslip preventive measures. Numerical implementation of slope stability analysis methods. Appendix. References. Index.
Notă biografică
Dr. YM Cheng has an interest in research work in slope stability: unification of 2D methods, location of critical 2D failure surfaces, 3D slope stability analysis, location of critical 3D failure surfaces, development of slope stability software SLOPE2000 and SLOPE3D, unification of lateral earth pressure and slope stability problems, convergence problems in slope stability analysis, field tests of steel, GFRP, CFRP bars and tubes soil nails in Hong Kong, numerical modelling of soil nail pull out tests, finite element analysis of slope stability, and distinct element analysis of slope stability analysis.
Dr. C.K. Lau obtained his PhD from Cambridge University, studying geotechnical engineering under Prof. M. Bolton. He is a past chairman of Geotechnical Division, Hong Kong Institution of Engineers, specializing in the design and construction of slope stabilization works in Hong Kong. His research interests include slope stability, slip line analysis, and bearing capacity.
Dr. C.K. Lau obtained his PhD from Cambridge University, studying geotechnical engineering under Prof. M. Bolton. He is a past chairman of Geotechnical Division, Hong Kong Institution of Engineers, specializing in the design and construction of slope stabilization works in Hong Kong. His research interests include slope stability, slip line analysis, and bearing capacity.
Descriere
A number of methods currently exist for the analysis and design of slopes. This book provides a critical review of these and offers more approaches for overcoming numerical non-convergence and the location of critical failure surfaces in two-dimensional and three-dimensional cases. It also addresses new concepts in three-dimensional stability analysis, finite element analysis, and the extension of slope stability problems to lateral earth pressure problems. It offers advice and design resources in the form of recommendations for analysis and design practice, design charts, and tables.