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Published in:
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2020 | OriginalPaper | Chapter

7. Generalized Limit Equilibrium Method in Plane Failure Mode

Author : Chuanzhi Huang

Published in: Limit Analysis Theory of the Soil Mass and Its Application

Publisher: Springer Singapore

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Abstract

In Chap. 5, as for the limit equilibrium method, firstly, the yield condition is adopted, and the force equilibrium equation and moment equilibrium equation are applied to derive the expression.

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previous chapter Virtual Work Equation-Based Generalized Limit Equilibrium Method
next chapter Limit Load on Ground with Heterogeneous Soil
Literature
1.
Shen ZJ (2000) Theoretical soil mechanics. China Water Power Press, Beijing
2.
Pan JZ (1980) Analysis on stability and coast of the structure. Hydraulic Press, Beijing
3.
Winterkorn HF, Fang XY (1983) Foundation engineering handbook, translated by Qian Hongjin and Ye Shulin etc. China Architecture and Building Press, Beijing
4.
Zhujiang S (2000) Theoretical soil mechanics. China Water Power Press, Beijing
5.
Tianjin University (1980) Soil mechanics and foundation. China Communications Press, Beijing
6.
Qian WC (1980) Variational method and finite element (Volume 1). Science Press, Beijing
Metadata
Title
Generalized Limit Equilibrium Method in Plane Failure Mode
Author
Chuanzhi Huang
Copyright Year
2020
Publisher
Springer Singapore
Book
Limit Analysis Theory of the Soil Mass and Its Application

Print ISBN: 978-981-15-1571-2

Electronic ISBN: 978-981-15-1572-9

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-1572-9_7