【摘要】 利用现代计算机仿真技术 ,旨在对深基坑复合型土钉墙体受力变形的计算与基坑开挖过程的计算机动态模拟建立二维平面有限元分析模型 ,编制了相应的计算程序 ,并利用该程序 ,结合工程实例进行计算分析 ,得出了一些在深基坑工程中可资应用的结论更多还原

【Abstract】 Using modern computer emulational technology, a two-dimensional FEM model is set up to calculate the deformation of the compound soil-nail wall and simulate the process in deep excavation dynamically. According to this model, a correlative program has been developed. Some useful conclusions about deep foundation are provided in the calculation and analysis of a project.更多还原