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桩土共同作用原理在处理质量事故方面的应用
引用本文:朱奎,徐日庆,沈加珍.桩土共同作用原理在处理质量事故方面的应用[J].科技通报,2011,27(1):84-88.
作者姓名:朱奎  徐日庆  沈加珍
作者单位:1. 浙江大学软弱土与环境土工教育部重点实验室,杭州,310027
2. 温州大学,建筑工程学院,浙江温州325000
基金项目:温州市科技技术局资助社会发展项目
摘    要:某工程桩出现质量事故,根据承载力和地质情况对桩基特点进行了分析,利用桩土共同作用原理进行加固,通过土参与承载补偿桩承载力不足.在构造上将基础与桩脱开,并设置褥垫层,通过有效技术措施促使桩土变形协调,从而达到桩土共同作用的效果.工程实例表明承载力和沉降均可以满足要求.

关 键 词:桩基础  复合地基  质量事故  桩土共同作用  加固

The Principle of Pile-soil Interaction Applied to Reinforce Pile Accident
ZHU Kui,XU Riqing,SHEN Jiazhen.The Principle of Pile-soil Interaction Applied to Reinforce Pile Accident[J].Bulletin of Science and Technology,2011,27(1):84-88.
Authors:ZHU Kui  XU Riqing  SHEN Jiazhen
Institution:ZHU Kui1,XU Riqing1,SHEN Jiazhen2(1.Key Laboratory of Soft Soils and Geoenvironmental Engineering,Ministry of Education,Zhejiang University,Hangzhou 310027,China,2.College of Architecture and Engineering,Wenzhou university,Wenzhou 325000,China)
Abstract:Quality accident of pile happened,and the character of pile foundation is analyzed according to the geological condition and bearing capacity.The reinforcements which based on the principle of pile-soil interaction is adopted,soil supported load to compensate inadequate bearing capacity of pile.foundation and pile is separated in structure and cushion is applied,and the effective technical measure urge pile-soil distortion coordinate,then pile-soil interaction is achieved.furthermore,engineering project hol...
Keywords:pile foundations  composite foundation  quality accident  pile-soil interaction  reinforcement  
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