Study on the Influenced Zones for Deformation of Existing Masonry Buildings Adjacent to the Metro Foundation Pit Kicking in the Soft Soil Area
- 10.2991/iccte-16.2016.101How to use a DOI?
- foundation pit kicking; material point method(MPM); Masonry building; plastic strain; influenced zones.
There is a high risk of metro foundation pit construction in the soft soil area, where foundation pit kicking occurs frequently. In this paper, by using the material point method, the failure modes and mechanism of foundation pit kicking are studied. Parametric study is performed to further analyze the effects of pit excavation depth, location of the adjacent building. As a result, the scope and intensity of the influenced zones are proposed.
- © 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 - X.W. Peng AU - D.C. Yuan PY - 2016/01 DA - 2016/01 TI - Study on the Influenced Zones for Deformation of Existing Masonry Buildings Adjacent to the Metro Foundation Pit Kicking in the Soft Soil Area BT - Proceedings of the 2016 International Conference on Civil, Transportation and Environment PB - Atlantis Press SP - 609 EP - 615 SN - 2352-5401 UR - https://doi.org/10.2991/iccte-16.2016.101 DO - 10.2991/iccte-16.2016.101 ID - Peng2016/01 ER -