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Limit Analysis for Geotechnical Engineering

  • Yuanxue Liu
  • Yingren Zheng
Chapter
Part of the Springer Geophysics book series (SPRINGERGEOPHYS)

Abstract

Limit analysis is one of the most powerful aspects of the theory of plasticity due to its ability to easily predict approximate values for the collapse load in a very wide range of applications.

References

  1. 1.
    Shen ZJ (2000) Theoretical soil mechanics. China Water Power Press, BeijingGoogle Scholar
  2. 2.
    Zhen YR, Shen ZJ, Gong XN (2002) Principle of geotechnical plastic mechanics-generalized plastic mechanics. China Architecture & Building Press, BeijingGoogle Scholar
  3. 3.
    Zheng YR, Kong L (2010) Geotechnical plastic mechanics. China Architecture & Building Press, BeijingGoogle Scholar
  4. 4.
    Zheng YR, Zhao SY, Kong WX (2005) Geotechnical engineering limit analysis using finite element method. Rock Soil Mech 26(1):163–168Google Scholar
  5. 5.
    Gao G, Liu YX, Zhou JZ (2010) Study on the type in underground space extension. Mod Tunn Technol 47(6):1–9Google Scholar

Copyright information

© Science Press and Springer Nature Singapore Pte Ltd. 2019

Authors and Affiliations

  1. 1.Institute of Geotechnical EngineeringLogistical Engineering UniversityChongqingChina
  2. 2.Institute of Geotechnical EngineeringLogistical Engineering UniversityChongqingChina

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