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Position: Home > Articles > Field test of multi-type-pile composite foundation Journal of Agricultural University of Hebei 2006,29 (5) 122-126

多桩型复合地基试验研究

作  者:
王士杰;何满潮;周瑞林;奚进泉
单  位:
河北农业大学;中石化集团勘察设计院;中国矿业大学(北京)岩土工程研究所
关键词:
碎石桩;CFG桩;多桩型复合地基;加固机理;载荷试验;桩土应力比;承载力
摘  要:
将碎石桩与CFG桩组成的多桩型复合地基用于沿海软土地基的处理,探讨了其加固机理。通过多桩型复合地基载荷试验,测定了不同桩型及桩间土上的应力,分析了这种新型复合地基的桩土应力比的变化规律,为设计提供了可靠依据。实践表明,将碎石桩与CFG桩2种方法联合处理软土地基,可最大限度地发挥这2种方法的优点,使复合地基的承载力得到大幅度的提高。
译  名:
Field test of multi-type-pile composite foundation
作  者:
WANG Shi-jie~(1,2),HE Man-chao~1,ZHOU Rui-lin~2,XI Jin-quan~3 (1.Institute of Geotechnical Engineering,China University of Mining & Technology,Beijing 100083,China;2.Agricultural University of Hebei,Baoding 071001,China;3.Institute of Prospect & Design,Petro-Chemical Corporation of China,Baoding 071051,China)
关键词:
gravel pile;cement-flyash-gravel pile;multi-type-pile composite foundation;strengthening mechanism;loading test;pile-soil stress ratio;bearing capacity
摘  要:
Application of the multi-type-pile composite foundation in coastal soft soil areas is reported,the mechanism of such reinforcement method is also analyzed briefly.Stress of pile tips and stress of soil among piles are measured by plate test of the multi-type-pile composite foundation with gravel pile and cement-flyash-gravel pile,the variation of the pile-soil stress ration is analyzed,and the results have provided reliable basis for design.Compared with single-type-pile composite foundation,the multi-type-pile composite foundation is more reasonable.

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