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旋挖桩的工程应用及沉降计算分析
引用本文:蔡志勇,郑东明,吴海宁,晏俊. 旋挖桩的工程应用及沉降计算分析[J]. 工程勘察, 2000, 0(5)
作者姓名:蔡志勇  郑东明  吴海宁  晏俊
作者单位:江苏省建筑科学研究院!南京210008
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。

关 键 词:旋挖  灌注桩  软土地基  沉降

Application of Swivel-driven Pile to Engineering and Analysis on Settlement Calculation
Cai Zhiyong et al.. Application of Swivel-driven Pile to Engineering and Analysis on Settlement Calculation[J]. Geotechnical Investigation & Surveying, 2000, 0(5)
Authors:Cai Zhiyong et al.
Abstract: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.
Keywords:swivel driven  cast in place pile  ground of soft soil  settlement  
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