Stability analysis of slurry trenches under surcharge in soft soils

DOI

10.2991/iceesd-18.2018.181How to use a DOI?

Keywords

Diaphragm wall; slurry trench; stability; surcharge

Abstract

The failure shape and approach for slurry trench stability analysis of diaphragm wall are studied by means of numerical simulation and theoretical analysis. From numerical simulation, the failure shape under surcharge in soft soil is approximate a pyramid for the slurry trench. Based on limit equilibrium theory, approach for stability analysis of slurry trench is derived.

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  - Hongju Xiao
AU  - Yuyong Sun
PY  - 2018/05
DA  - 2018/05
TI  - Stability analysis of slurry trenches under surcharge in soft soils
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 1004
EP  - 1009
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.181
DO  - 10.2991/iceesd-18.2018.181
ID  - Xiao2018/05
ER  -