平面冻土墙围护深基坑的时空效应数值模拟  

NUMERICAL SIMULATION ON TIME-SPACE EFFECTS OF PLANE FROZEN SOIL WALL RETAINING DEEP-FOUNDATION PIT

作　　者：姚直书[1] 代泽兵[1] 孙文若[1] 

机构地区：[1]安徽理工大学土木工程系,淮南232001

出　　处：《岩石力学与工程学报》2003年第12期2006-2010,共5页Chinese Journal of Rock Mechanics and Engineering

摘　　要：对深基坑平面冻土墙围护结构及周围地层的应力和位移进行了三维有限元数值模拟,其中冻土墙为符合Mises屈服准则的非均质粘弹塑性介质,地层为符合Drucker-Prager屈服准则的弹塑性介质,同时考虑了基坑分步开挖及时间的影响。分析了冻土墙厚度、深基坑跨度及冻结盐水温度与基坑稳定性的关系并得到了回归关系式。最后,采用本程序对一试验模型进行了计算,其结果令人满意。Aiming at the existing problem of structural calculation in deep foundation pit supported by plane frozen soil wall, the numerical simulation of 3D FEM is presented. In the calculating model, it is considered that the frozen soil wall is made up of non-homogeneous visco-elasto-plastic media which follows the Mises yield criterion, and the ambient soil is elastic-plastic medium which obeys the Drucker-Prager yield criterion. At the same time, the interaction between plane frozen soil wall and ambient soil and the effect of step-by-step excavation are considered. Taking the deep foundation pit of original experimental segment in Nanjing subway as the prototype, the numerical simulation of time-space effect of plane frozen soil wall is performed by 3D FEM. The distribution rules are obtained of displacement and stress in the plane frozen soil wall and ambient soil during and after the excavation. The calculating results provide basis for design of deep-foundation pit supported by plane frozen soil wall, and indicate that creep property of frozen soil wall should be paid much attention to in actual engineering application. To optimize design parameter of plane frozen soil wall better, the calculating model is set up according to orthogonal design graph. By changing the thickness of frozen wall, freezing brine temperature and span of pit, their effects on stability of deep foundation pit are analyzed, and the regression equations of maximum horizontal displacements of frozen soil wall and settlement of ambient soil are obtained. Finally, a test model is analyzed and calculated by this procedure, and the calculation results are in good agreement with the test values. So it shows that it is reasonable and creditable to analyze the time-space effects of plane frozen soil wall by 3D FEM.

关 键 词：冻土墙 围护 深基坑 时空效应 数值模拟 蠕变 

分 类 号：TU473.2[建筑科学—结构工程]