Analysis of the influence of groundwater seepage on the deformation of deep foundation pit with suspended impervious curtain
Jinjiang Shi, Bo Wu, Yi Liu, Shixiang Xu, Jianlin Hou, Yong Wang, Qingwen Sun, Guowang Meng, Zhongjian Nong, Hongbin Qiu, Xiang Li
Abstract
Taking the deep foundation pit of a metro station with rich water environment as the research background, a three-dimensional model of seepage-stress coupling is established. Numerical simulation is used to study the deformation process and influencing factors of deep foundation pit dewatering and excavation of the station, and the influence of dfferent pre-dewatering conditions and different depths of the water-stop curtain on the deformation of the foundation pit is analyzed. The results show that during the dewatering and excavation of foundation pits, seepage-stress has an obvious coupling effect in dewatering and excavation. The stress concentration position of retaining structure and the maximum displacement of lateral displacement are about 0.5–0.6 excavation depth of pile body. With the depth of precipitation increases, the seepage effect in the soil layer is obviously enhanced, which is not conducive to the stability of the foundation pit.