考虑桩土滑移的弹性理论法计算桩周土体位移  

The soil around pile displacement calculation with elastic theory method considering pile soil slip

作　　者：史志楼 邹春华[2] 

机构地区：[1]中交第一公路工程局有限公司 [2]同济大学交通运输学院

出　　处：《山西建筑》2009年第7期132-133,共2页Shanxi Architecture

摘　　要：以单桩的弹性理论法为基础,建立了考虑桩土界面产生相对滑移时的计算模型,根据桩周土体所受的应力,采用Mindlin解求解桩周土体的位移,最后得出了桩周土体的位移分布情况。With elastic theory method of single pile as base, the calculation model considering relative slip caused by pile soil interface was built. According to the stress soil around pile endured, the displacement of soil around pile was solved using Mindlin, and the displacement distribution situation of soil around pile was got.

关 键 词：桩 弹性理论法 相对滑移 迭代法 

分 类 号：TU473.1[建筑科学—结构工程]