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刘婧, 陈锦剑, 王建华. 虹桥交通枢纽多级梯次降水流固耦合分析[J]. 岩土工程学报, 2013, 35(zk1): 210-215.
引用本文: 刘婧, 陈锦剑, 王建华. 虹桥交通枢纽多级梯次降水流固耦合分析[J]. 岩土工程学报, 2013, 35(zk1): 210-215.
LIU Jing, CHEN Jin-jian, WANG Jian-hua. Fluid-solid coupling analysis of multi-grade dewatering in Hongqiao transport hub[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 210-215.
Citation: LIU Jing, CHEN Jin-jian, WANG Jian-hua. Fluid-solid coupling analysis of multi-grade dewatering in Hongqiao transport hub[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 210-215.

虹桥交通枢纽多级梯次降水流固耦合分析

Fluid-solid coupling analysis of multi-grade dewatering in Hongqiao transport hub

  • 摘要: 以上海虹桥枢纽东交中心为工程背景,以Biot固结理论为基础,采用有限元法对多级梯次降水开挖过程进行了流固耦合分析。首先模拟抽水试验,并采用位移和孔压反分析法确定土层计算参数。然后建立流固耦合分析模型,分别采用瞬态分析法和生死单元法模拟基坑的降水和开挖过程,同时分析降水对围护体系和环境的影响。通过计算值与实测值的比较,证明了基坑降水瞬态分析法在流固耦合分析中的正确性和可行性。

     

    Abstract: For the east center in Hongqiao transport hub, fluid-solid coupling FEM analysis of multi-grade dewatering is made based on the Biot's consolidation theory. Pumping tests are firstly simulated to determine soil parameters by means of the back analysis of displacement and pore pressure. Then a fluid-solid coupling model is established to analyze dewatering and excavation by use of the transient analysis method and the birth-death element method respectively. The impact on the environment and foundation pit system are analyzed at the same time. Through the comparison between the calculated and measured values, the transient analysis method in fluid-structure coupling analysis is proved to be correct and feasible.

     

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