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土钉墙作用机理的非线性分析
NONLINEAR ANALYSIS OF ACTION MECHANISM OF SOIL NAILING WALL
【摘要】 采用带两个转动自由度的Goodman单元来模拟土钉墙与土之间的接触作用,推导了它的刚度阵,并用弹塑性有限元法分析了土钉墙与土共同作用机理,给出了土钉墙的设计建议。
【Abstract】 Goodman element with two rational degrees is applied to simulating the action between soil nailing wall and soil, and its stiffness matrix is also conducted The action mechanism between soil mailing wall and soil is analysed with the aid of elasto-plastic finite element method Some advice on soil nailing wall design is proposed
【关键词】 土钉墙;
接触面单元;
非线性分析;
基坑支护;
【Key words】 soil nailing wall contact element nonlinear analysis foundation pit supporting;
【Key words】 soil nailing wall contact element nonlinear analysis foundation pit supporting;
- 【文献出处】 工业建筑 , 编辑部邮箱 ,1997年11期
- 【分类号】TU473.2
- 【被引频次】46
- 【下载频次】151