节点文献
成层土中悬臂式地下墙内力计算等值梁法
Internal Force Calculating Isobeam Method of Cantilever Type Underground Wall in Layered Soil
【摘要】 建筑基坑范围内的土层以成层土居多,基坑技术规范要求计算成层土的土压力时应分层计算。本文按等值梁法原理,给出了成层土中分层计算土压力, 再计算悬臂式地下连续墙支护结构内力(剪力和弯矩)的方法。
【Abstract】 Most Soil in the building foundation pit scope are layered soil, so the technical standard of foundation pit required that soil pressure of layered soil ought to calculate layer by layer. The paper based on the principle of isobeam method, has submited the methods to calculate soil pressure layer by layer and further to calculate prop structural internal force of cantilever type underground continuous wall.
【关键词】 地下连续墙;
内力计算;
悬式;
等值梁法;
成层土;
【Key words】 layered soil; isobeam method; internal force; cantilever type, underground continuous wall;
【Key words】 layered soil; isobeam method; internal force; cantilever type, underground continuous wall;
- 【文献出处】 中国煤田地质 ,Coal Geology of China , 编辑部邮箱 ,2001年02期
- 【分类号】TU476.3
- 【被引频次】3
- 【下载频次】172