Stability analysis of slurry trenches under surcharge in soft soils
- https://doi.org/10.2991/iceesd-18.2018.181How to use a DOI?
- Diaphragm wall; slurry trench; stability; surcharge
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.
- © 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 - 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 - https://doi.org/10.2991/iceesd-18.2018.181 ID - Xiao2018/05 ER -