Research on Limit Analysis Finite Element Method for Loess Slope and Application

DOI

10.2991/icaset-16.2016.76How to use a DOI?

Keywords

Limit Analysis FEM, Geotechnical Engineering, Side Slope

Abstract

Classical geotechnical engineering limit element analysis method is widely used, but it is not suitable for heterogeneous materials. In particular, the finite element method should be used to analyze the strength of the loess slope. With the development of computer technology, it is possible to utilize computer technology to finite element analysis on the strength of loess slope. This paper introduce the limit analysis finite element method basic principle, including the definition of safety factor, rock and soil as a whole lost stability judgment method, the experimental data show that the method possessed good effect to loess landslide prediction.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Yajun Jia
AU  - Cunli Chen
AU  - Baocheng Hu
AU  - Huyuan Zhang
AU  - Li Ma
PY  - 2016/05
DA  - 2016/05
TI  - Research on Limit Analysis Finite Element Method for Loess Slope and Application
BT  - Proceedings of the 2016 6th International Conference on Applied Science, Engineering and Technology
PB  - Atlantis Press
SP  - 379
EP  - 382
SN  - 2352-5401
UR  - https://doi.org/10.2991/icaset-16.2016.76
DO  - 10.2991/icaset-16.2016.76
ID  - Jia2016/05
ER  -