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立体仓库软基不均匀沉降分析与治理
引用本文:白海滨,王海兵,潘峰. 立体仓库软基不均匀沉降分析与治理[J]. 低温建筑技术, 2007, 0(5): 111-112
作者姓名:白海滨  王海兵  潘峰
作者单位:浙江大学建筑工程学院,浙江,杭州,310027;华立仪表集团股份有限公司,浙江,杭州,310021;浙江省台州市椒江区财政项目预算审核中心,浙江,台州,318000;浙江大学建筑工程学院,浙江,杭州,310027
摘    要:结合工程实际情况及实测沉降曲线,分析了立体仓库软基产生不均匀沉降的原因,同时对工程实际采用的钻孔压浆桩加固既有建筑地坪的治理效果进行评价,指出了此加固法的施工控制关键点,供今后类似工程参考。

关 键 词:软基加固  不均沉降  复合地基  钻孔压浆桩
文章编号:1001-6864(2007)05-0111-02
修稿时间:2007-04-26

ANALYSIS AND REDUCTIO OF NONUNIFORM SETTLEMENT OF SOFT GROUND UNDER WAREHOUSE
BAI Hai-bin,WANG Hai-bing,PAN Feng. ANALYSIS AND REDUCTIO OF NONUNIFORM SETTLEMENT OF SOFT GROUND UNDER WAREHOUSE[J]. Low Temperature Architecture Technology, 2007, 0(5): 111-112
Authors:BAI Hai-bin  WANG Hai-bing  PAN Feng
Affiliation:1. College of Civil Engineering and Architecture,Zhejiang University, Hangzhou 310027, China; 2.Holley Metering Group Co. Ltd. ,Zhejiang Hangzhou 310021, China;, 3. Financial Project Budget Auditing Center of Jiaojiang, Zhejiang Taizhou 318000, China
Abstract:According to the situation of the engineering and the measured settlement of soft ground under warehouse were presented.The reinforcement effect of starsol enbesol piles was discussed,and the key points of this technique were indicated also.The conclusions can be used as references for similar projects in the future.
Keywords:soft ground reinforcement  nonuniform settlement  composite foundation  starsol enbesol pile  
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