Influence of Water Level Change on Deformation and Stability of Retaining Walls with Different Back Materials
- https://doi.org/10.2991/icseee-16.2016.54How to use a DOI?
- water level state; back fill; transverse deformation; vertical deformation; stability
The deformation and stability of retaining wall are greatly affected by the variation of backfill and the water level of the back wall. In this paper, the deformation and stability of retaining wall with different wall materials are analyzed by finite element simulation analysis. The results show that the horizontal displacement is the biggest when the soil is clay, and the vertical displacement is the largest when the soil is sandy soil, and the horizontal displacement is much larger than that of vertical The safety factor of the retaining wall is influenced by the soil property, and the coefficient of safety of the cohesive soil> the safety coefficient of the silt> the safety coefficient of the sandy soil.
- © 2016, 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 - Shangyu Han AU - Xingxing Wei AU - Kun Yang AU - Lei Yun AU - Cong Cheng PY - 2016/12 DA - 2016/12 TI - Influence of Water Level Change on Deformation and Stability of Retaining Walls with Different Back Materials BT - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016) PB - Atlantis Press SP - 296 EP - 300 SN - 2352-5401 UR - https://doi.org/10.2991/icseee-16.2016.54 DO - https://doi.org/10.2991/icseee-16.2016.54 ID - Han2016/12 ER -