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Proceedings of the 2016 International Conference on Civil, Transportation and Environment
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 adoi:10.2991/iccte-16.2016.101 fatcat:ihj7w567ejas3of46zfocgexjq