Study on the Influenced Zones for Deformation of Existing Masonry Buildings Adjacent to the Metro Foundation Pit Kicking in the Soft Soil Area

DOI

10.2991/iccte-16.2016.101How to use a DOI?

Keywords

foundation pit kicking; material point method(MPM); Masonry building; plastic strain; influenced zones.

Abstract

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.

Copyright

© 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/).

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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  -