Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)

Typical Failure Mode Analysis of Embankment during Construction

Authors
Binbin Xu, Wei Si
Corresponding Author
Binbin Xu
Available Online February 2018.
DOI
https://doi.org/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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Volume Title
Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
Series
Advances in Engineering Research
Publication Date
February 2018
ISBN
978-94-6252-453-8
ISSN
2352-5401
DOI
https://doi.org/10.2991/ifeesm-17.2018.100How to use a DOI?
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/).

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  - https://doi.org/10.2991/ifeesm-17.2018.100
ID  - Xu2018/02
ER  -