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GC与CFG桩组合桩型复合地基承载特性研究
引用本文:王士杰,何满潮,朱常志,奚进泉.GC与CFG桩组合桩型复合地基承载特性研究[J].岩土力学,2008,29(10):2632-2636.
作者姓名:王士杰  何满潮  朱常志  奚进泉
作者单位:1. 河北农业大学,保定,071001;中国矿业大学(北京)岩土工程研究所,北京,100083
2. 中国矿业大学,北京,岩土工程研究所,北京,100083
3. 河北农业大学,保定,071001
4. 中石化集团勘察设计院,保定,071051
基金项目:河北省建设厅科研项目,河北农业大学校科研和教改项目
摘    要:,将碎石桩与CFG桩组合桩型复合地基用于沿海软土地基的处理.通过现场实测和三维数值计算,对这种新型复合地基的桩土应力随荷载的变化过程、桩土共同作用机理及桩土荷载分担比的变化过程进行了全面分析,结果表明:组合桩型复合地基可发挥两种不同刚度加固体在复合地基中各自的特点,经济技术效益明显,应用效果良好.

关 键 词:组合桩型复合地基  桩土应力比  桩土荷载分担比  试验  数值分析
收稿时间:2006-09-11

Research on bearing properties of composite foundation integrated by CFG piles and gravel piles
WANG Shi-jie,HE Man-chao,ZHU Chang-zhi,XI Jin-quan.Research on bearing properties of composite foundation integrated by CFG piles and gravel piles[J].Rock and Soil Mechanics,2008,29(10):2632-2636.
Authors:WANG Shi-jie  HE Man-chao  ZHU Chang-zhi  XI Jin-quan
Institution:1. Agricultural University of Hebei, Baoding 071001, China; 2. Institute of Geotechnical Engineering, China University of Mining & Technology, Beijing 100083, China; 3. Institute of Prospect & Design, Petro-Chemical Corporation of China, Baoding 071051, China
Abstract:Application of the combined pile composite foundation to coastal soft soil areas is described.Based on in-situ stress measurements and three-dimensional numerical computation by FLAC3D,the stress development in piles and nearby soils is analyzed.Meanwhile,the mechanism of pile-soil interaction and the bearing ratios in piles and soils are analyzed in detail.The results show that the combined pile composite foundation can develop the properties of two kinds rigidity reinforced pile.It has obvious economical ...
Keywords:FLAC3D
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