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嘉兴市软弱地基工程特性及桩基持力层评价
引用本文:蔡伟忠,周金龙,张远芳,赵玉杰.嘉兴市软弱地基工程特性及桩基持力层评价[J].新疆农业大学学报,2011,34(4):353-357.
作者姓名:蔡伟忠  周金龙  张远芳  赵玉杰
作者单位:1. 浙江省工程勘察院,宁波,315012
2. 新疆农业大学水利与土木工程学院,乌鲁木齐830052;中国地质大学(武汉)环境学院,武汉430074
3. 新疆农业大学水利与土木工程学院,乌鲁木齐,830052
基金项目:国家自然科学基金项目(5106901650969010); 新疆维吾尔自治区水文学及水资源重点学科基金(xjswszyzdxk20101202)
摘    要:通过对嘉兴市浅部主要地基土体的构成及物理力学指标相关性的研究,得到了符合本区地基土特点的物理力学性质指标与原位试验数据间的回归方程。利用大量勘察资料,分析了④2层粉性土的工程特性、分布状况及用作桩基持力层可行性,分析结果表明,当厚度大于3.5 m且较均匀、静力触探锥尖阻力在4.0 MPa以上时,可以作为桩基持力层。

关 键 词:软弱地基  工程特性  桩基  评价  嘉兴市

Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City
CAI Wei-zhong,ZHOU Jin-long,ZHANG Yuan-fang,ZHAO Yu-jie.Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City[J].Journal of Xinjiang Agricultural University,2011,34(4):353-357.
Authors:CAI Wei-zhong  ZHOU Jin-long  ZHANG Yuan-fang  ZHAO Yu-jie
Institution:CAI Wei-zhong1,ZHOU Jin-long2,3,ZHANG Yuan-fang2,ZHAO Yu-jie2(1.Zhejiang Engineering Prospecting Institute,Ningbo 315012,China,2.College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,3.School of Environmental Studies,China University of Geosciences,Wuhan 430074,China)
Abstract:This study was conducted to investigate composition of major shallow foundation soil mass and the indicators of physical mechanics in Jiaxing City to obtain the regression equation conforming with in sity test of physical mechanics indicators of featrues of local foundation soil mass.Based on massive quantities of exploration materials,this study was to analyze engineering features,distribution status,and the feasibility of silty clay to be used as the bearing layer of the pile in Layer ④2.The analytical results showed that when the silty clay with the uniform depth was over 3.5 m and the cone tip resistance in static sounding of over 4.0 MPa,it could be used as bearing layer of the pile.
Keywords:soft foundation  engineering features  pile  evaluation  Jiaxing City    
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