Typical Failure Mode Analysis of Embankment during Construction

DOI

10.2991/ifeesm-17.2018.100How to use a DOI?

Keywords

Numerical analysis, Failure mode, Slide surface, Plastic damage point

Abstract

In order to help the engineer to understand the variation inside the ground before and after the failure of the embankment, to avoid the accident, the surcharge preloading with plastic vertical drains is carried out numerically. The loading rate is accelerated artificially to analyze the variation of the settlement, horizontal displacement, excess pore pressure before and after the failure of the embankment. The results can be used to analyze the measured datum to evaluate the stability of the embankment of the slope.

Copyright

© 2018, 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  - Binbin Xu
AU  - Wei Si
PY  - 2018/02
DA  - 2018/02
TI  - Typical Failure Mode Analysis of Embankment during Construction
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 526
EP  - 530
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.100
DO  - 10.2991/ifeesm-17.2018.100
ID  - Xu2018/02
ER  -