Abstract
The limit equilibrium method, main theoretical foundation of the methods for studying the slope stability analysis in a long time
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References
Qian JH, Yin ZZ (1996) Principle and calculation of geotechnical. China Water Power Press, Beijing
Chen ZY (2003) Soil slope stability analysis—theory, methods and programs. China Water Power Press, Beijing
Luan MT, Nian TK, Zhao SF (2003) Summary of research process of earth structure and side slope. In: 9th conference proceedings on soil mechanics and geotechnical engineering. Tsinghua University Press, Beijing, pp 37–55
Chen HF (1995) Limit Analysis and Soil Plasticity (trans: Zhan S, Proofread by Han Dajian). China Communications Press, Beijing
Shen ZJ (2000) Theoretical soil mechanics. China Water Power Press, Beijing
Luan MT, Jin CQ, Lin G (1992) Improved limit equilibrium method and its applications to stability analysis of soil masses. Chinese J Geotech Eng 14(Supplement):20–29
Feng K et al (1978) Numerical calculation method. National Defense Industry Press, Beijing
Yin ZZ, Lv QF (2005) Finite element analysis of soil slope based on circular slip surface assumption. Rock Soil Mech 26(10):1525–1529
JTJ 250-98 Code for Foundation in Port Engineering
CCCC First Harbor Engineering Investigation and Design Institute (1999) Calculation example for structure design of port engineering. China Communications Press, Beijing
Wei RL (1987) Strength and deformation of soft clay. China Communications Press, Beijing
Wu SW (1990) Analysis of structure reliability. China Communications Press, Beijing
Drafting group of unified standard of reliability of structural design for harbour engineering. Reliability of Harbor Engineering Structures. Beijing: China Communications Press, 1992
JTJ 215-98 Load Code for Harbour Engineering
Zhang LY, Zheng YR (2003) An extension of simplified bishop method and its application. In: 9th conference proceedings on soil mechanics and geotechnical engineering. Tsinghua University Press, Beijing pp 989–994
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Huang, C. (2020). Slope Stability. In: Limit Analysis Theory of the Soil Mass and Its Application. Springer, Singapore. https://doi.org/10.1007/978-981-15-1572-9_10
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DOI: https://doi.org/10.1007/978-981-15-1572-9_10
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