Comparative analysis of the displacement of the soil with different failure modes of excavation

DOI

10.2991/iceep-16.2016.148How to use a DOI?

Keywords

kick-in; overturn; material point method(MPM); influenced zones; displacement; failure modes.

Abstract

For the pile-wall supporting structure system, the failure modes of the excavation are different owing to various retaining structures and bracing systems. Thus the displacement of the soil can be considerably different. By using the material point method, the displacement of the soil with different failure modes of excavation are analyzed. As a result, the rules of the displacement of the soil with different failure modes of excavation are proposed.

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  - X.W. Peng
AU  - D.C. Yuan
AU  - M.S. Jiang
PY  - 2016/11
DA  - 2016/11
TI  - Comparative analysis of the displacement of the soil with different failure modes of excavation
BT  - Proceedings of the 2016 5th International Conference on Energy and Environmental Protection (ICEEP 2016)
PB  - Atlantis Press
SP  - 852
EP  - 857
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceep-16.2016.148
DO  - 10.2991/iceep-16.2016.148
ID  - Peng2016/11
ER  -