Abstract
For the solution of specific engineering problems, soil mechanics is mainly involved in the study on deformation and stability.
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References
Chen HF (1995) Limit analysis and soil plasticity (trans: Zhan S, Proofread by Han D). China Communications Press, Beijing
Shen ZJ (2000) Theoretical soil mechanics. China Water Power Press, Beijing
Zheng YR, Gong XN (1989) Plastic theory of geotechnics. China Architecture and Building Press, Beijing
Zhang XY, Yan SW (2006) Fundamentals of geotechnics plasticity, 2 edn. Tianjin University Press, Tianjin
Chen ZY (2003) Soil slope stability analysis–theory, methods and programs. China Water Power Press, Beijing
Luan MT, Lin G, and Guo Y et al (1995) Generalized sliding—wedge method and its application to stability analysis in soil mechanics 17(4):1–9
Luan MT, Jin CQ, Lin G (1988) Ultimate bearing capacity of shallow footings on non-homogeneous soil foundations. Chin J Geotech Eng 10(4):14–27
Huang WX (1986) Shear strength of soil and introduction to academic discussion on constitutive relation. Chin J Geotech Eng 8(1):1–5
Fan QJ, Li NY (2004) Reasons and countermeasures for North bank’s part failure in the second phase regulation project of Yangtze Estuary. China Harbour Eng (2):1–8
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
Shen ZJ, Lu PY (1997) Comments on the conservative tendency of rock and soil engineering practice in the current. Chin J Geotech Eng 19(4):115–118
Qian JH, Yin ZZ (1996) Principle and calculation of geotechnical. China Water Power Press, Beijing
Zheng YR (2003) New development of geotechnical plastic mechanics—generalized plastic mechanics. Chin J Geotech Eng 25(1):1–10
Terzaghi (1960) Theoretical soil mechanics (trans: Xu Z). Geological Publishing House, 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
Zhang LY, Shi WM, Zheng YR (1999) Slope stability analysis by FEM under the plane strain condition. Chin J Geotech Eng 24(4):487–490
Tianjin University (1980) Soil mechanics and foundation. China Communications Press, Beijing
Xiao DP, Zhu WY, Chen H (1998) Progress in slip lines method to solve the bearing capacity problem. Chin J Geotech Eng 20(4):25–29
Xiao DP, Chen H, Yang JL (1995) Ultimate bearing capacity formula for solution of exact value based on slip line method. Master Dissertation of Tianjin University
Huang CC (2006) Verification of theorem of limit analysis of soil mass and generalized flow rule. Chin J Geotech Eng 28(6):700–704
Huan CZ, Zhang J, Sun WH (2002) Stress field and ultimate load for soil mass in limit state. Chin J Geotech Eng 24(3):389–391
Timoshenko SP, Goodier JN (1964) Theory of elasticity (trans: Xu Z, Wu Y). Higher Education Press, Beijing
Huang CZ (2003) Extremum condition of the yield function—one of fundamental equations for the limit analysis on the soil mass. In: 9th conference proceedings on soil mechanics and geotechnical engineering. Tsinghua University Press, Beijing, pp 37–55
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Huang, C. (2020). Preamble. In: Limit Analysis Theory of the Soil Mass and Its Application. Springer, Singapore. https://doi.org/10.1007/978-981-15-1572-9_1
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DOI: https://doi.org/10.1007/978-981-15-1572-9_1
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