Abstract：This paper is based on time effect model ,combines finite element numerical method with optimal method , and found dynamic excavation back analysis method .Through simulating soil , support structure , support system, interaction between support and soil ,and foundation dynamic excavation ,attain the target of forecast foundation support structure deflection .In addition , combines site monitoring ,using the method mentioned in this paper ,analyzing second period foundation support engineering of Nanjing Huangpu public square .
收稿日期: 2003-03-31
引用本文:
曲霞;刘新宇;华瑞平. 基于时间效应的反演分析方法在深基坑工程中的应用[J]. 岩石力学与工程学报, 2003, 22(S1): 2284-2288.
Qu Xia,Liu Xinyu,Hua Ruiping. Back Analysis Method Based on Time in Deep Foundation. , 2003, 22(S1): 2284-2288.
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