Typical Failure Mode Analysis of Embankment during Construction
- 10.2991/ifeesm-17.2018.100How to use a DOI?
- Numerical analysis, Failure mode, Slide surface, Plastic damage point
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.
- © 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/).
Cite this article
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 -