摘要
近年来旋挖桩是在软土地区采用的一种新桩型 ,软土地区桩基沉降计算对于预估建筑物最终沉降量具有重要的参考价值。本文结合工程实例 ,采用基于 Mindlin弹性解的 Geddes方法 ,对旋挖桩基的沉降计算进行了弹性理论分析。
Swivel driven pile is a new type of pile adopted in soft soil district recently.The settlement calculation of pile foundation in soft soil district is a significant reference for estimating the final settlement of building. Elastic theoretical analysis on settlement calculation of swivel driven pile foundation is conducted herein by using Geddes method based on Mindlin elastic solution in association with practical project.
出处
《工程勘察》
CSCD
北大核心
2000年第5期35-36,共2页
Geotechnical Investigation & Surveying
关键词
旋挖
灌注桩
软土地基
沉降
swivel driven
cast in place pile
ground of soft soil
settlement
