Research on the use of Phase2 numerical simulation software to establish a two-dimensional geo-metric model of the deep excavation project and simulate its construction and excavation process.After analyzing the simulation results,the stability of the foundation pit was determined.At the same time,the changes in the max-imum displacement and stability of the soil during excavation were analyzed,and the maximum displacement and stability of the soil were summarized..Finally,the Phase2 numerical simulation software was used for support de-sign analysis.
关键词
深基坑/支护设计/数值模拟
Key words
deep foundation pit/support design/numerical simulation
维普
万方数据