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水泥粉喷桩复合地基的应力及荷载传递机理
引用本文:陈秋南,王祥秋.水泥粉喷桩复合地基的应力及荷载传递机理[J].湖南科技大学学报(自然科学版),2001,16(2):63-65.
作者姓名:陈秋南  王祥秋
作者单位:湘潭工学院土木工程系,
基金项目:湖南省科技攻关项目(97088)
摘    要:采用水泥粉喷桩加固某高等级公路软弱地基后,在复合地基上铺设碎石垫层,进行复合地基静载荷试验,并在压板下放置钢弦式压力盒,根据作用在桩-土的应力测试结果,分析了整个加荷过程中该类复合地基的桩土应力比的变化规律及其与垫层厚度的关系.据此,对复合地基中桩土共同作用机理进行探讨.图3,表2,参5.

关 键 词:复合地基    粉喷桩    机理
文章编号:1000-9930(2001)02-0063-03
修稿时间:2000年10月31

Mechanism of stress and load transmission for dry-cement jet mixing pile composite foundations
CHEN Qiu-nan,WANG Xiang-qiu.Mechanism of stress and load transmission for dry-cement jet mixing pile composite foundations[J].Journal of Hunan University of Science & Technology(Natural Science Editon),2001,16(2):63-65.
Authors:CHEN Qiu-nan  WANG Xiang-qiu
Abstract:The soft foundations are consolidated by dry-cement pile in highway,then the composite ground is tested with in situ test,and the stress ratio of pile-soil is measured .Based on the data of in situ test,the varications of stress ratio of pile -soil are analysed during loading process,and the common mechanism of pile - soil load-transmission is discussed 3figs.,2tabs.,5refs.
Keywords:composite foundations  dry-cement pile  mechanism
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