Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities Based on the Extended Kinematical Element Method-Reference-Cited by-同舟云学术

Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities Based on the Extended Kinematical Element Method

Published:2015-10-29 Issue:7 Volume:49 Page:2967-2975
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhang Ke,Cao Ping,Ma Guowei,Ren Feng,Li Kaihui

Funder

National Natural Science Foundation of China

Scholarship Award for Excellent Doctoral Student Granted by Ministry of Education of China

Doctoral Program Foundation of Higher Education of China

State Scholarship Fund from the China Scholarship Council

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-015-0877-9.pdf

Reference21 articles.

1. Baczynski NRP (2000) Stepsim4: “step-path” method for slope risks. In: International conference on geotechnical and geological engineering, Melbourne, Australia, pp 86–92

2. Cao P, Gussmann P (1999) Kinematical element method and slope stability analysis. Chin J Rock Mech Eng 18(6):663–666 (in Chinese)

3. Castelli M, Scavia C (1998) A fracture mechanics approach to the analysis of progressive failure of slopes. In: Proceedings of 2nd international symposium on the geotechnics of hard soils and soft rocks, Napoli, pp 1597–1606

4. Castelli M, Allodi A, Scavia C (2009) A numerical method for the study of shear band propagation in soft rocks. Int J Numer Anal Meth Geomech 33(13):1561–1587

5. Chen ZY (2003) Stability analysis of soil slopes: theory, methods and programs. China Water Power Press, Beijing (in Chinese)

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