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复合地基桩土应力比与褥垫层厚度关系的试验研究
引用本文:李进军,黄茂松,史三元,杜海金.复合地基桩土应力比与褥垫层厚度关系的试验研究[J].工程勘察,2003(4).
作者姓名:李进军  黄茂松  史三元  杜海金
作者单位:同济大学 上海200092 (李进军,黄茂松),河北建筑科技学院 河北邯郸056038 (史三元),河北建筑科技学院 河北邯郸056038(杜海金)
摘    要:采用在水泥土桩单桩复合地基载荷试验中设置不同厚度褥垫层的方法 ,将其试验结果与无褥垫层的单桩载荷试验资料进行对比分析 ,探讨了褥垫层作用下桩土应力比的分布规律 ,并得到了桩土应力比与褥垫层厚度的变化规律。该研究为褥垫层合理厚度的设置及复合地基的优化设计提供了依据。

关 键 词:复合地基  载荷试验  变厚度  褥垫层  桩土应力比

Experimental Study on Relationship between Pile-soil Stress Ration and Thickness of Cushions in Composite Foundation
Li Jinjun et al..Experimental Study on Relationship between Pile-soil Stress Ration and Thickness of Cushions in Composite Foundation[J].Geotechnical Investigation & Surveying,2003(4).
Authors:Li Jinjun
Affiliation:Li Jinjun et al.
Abstract:Several loading tests of single pile for the cement\|soil pile composite foundations are conducted with the cushions of different thickness. The experimental data from the tests with cushions are compared to the data from loading tests without any cushions.The influence of the thickness of the cushions to the pile\|soil stress ration is studied, which could provide a theoretical base for the selection of the thickness of the cushion and the optional design for composite foundation.
Keywords:composite foundation  loading test  variable thickness  cushion  pile\|soil stress ration
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