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真空井点降水联合加固软土地基的施工技术分析
引用本文:王海飙,杨东晖,杨海旭,孙即超. 真空井点降水联合加固软土地基的施工技术分析[J]. 东北林业大学学报, 2007, 35(2): 61-63
作者姓名:王海飙  杨东晖  杨海旭  孙即超
作者单位:东北林业大学,哈尔滨,150040;黑龙江东北煤炭矿山设备租赁公司;东北林业大学;中国矿业大学,北京
基金项目:黑龙江省教育厅科学技术研究项目 , 东北林业大学校科研和教改项目 , 东北林业大学土木工程学院科研基金
摘    要:根据工程实际情况,应用真空井点降水联合加固软土地基的施工方法,通过施工沉降观测和理论分析,对真空井点降水联合预压加固软土地基的施工技术及加固有效深度、有效应力的变化问题进行了研究。验证了真空井点降水联合预压加固施工方法在寒区环境的适用性,分析了在该条件下,本施工方法的加固效果和沉降变化规律,为基础设计和工程施工提供参考依据。

关 键 词:真空降水预压  有效应力  孔隙水压力  加固有效深度
修稿时间:2006-02-27

Construction Technique of Soft Ground Reinforcement Combined with Dewatering and Preloading for Vacuum Well Point
Wang Haibiao,Yang Donghui,Yang Haixu,Sun Jichao. Construction Technique of Soft Ground Reinforcement Combined with Dewatering and Preloading for Vacuum Well Point[J]. Journal of Northeast Forestry University, 2007, 35(2): 61-63
Authors:Wang Haibiao  Yang Donghui  Yang Haixu  Sun Jichao
Affiliation:College of Civil Engineering, Northeast Forestry University, Harbin 150040, P. R. China;the Leasing Company of Northeast Coal and Mine Equipment, Heilongjiang Province;Northeast Forestry University;China University of Mining and Technology
Abstract:Based on the application of construction technique of improved soft ground reinforcement with dewatering and preloading for the vacuum well point in practical engineering,the effect of this technique,the effective reinforcement depth and the change of effective stress were studied through observing the construction settlement in practice and analysing from theory.The applicability of the technique was validated in cold area.The changing regularity of reinforcement effect and settlement were analysed by adopting this technique,which provides some references for the base design and engineering construction.
Keywords:Vacuum dewatering and preloading  Effective stress  Pore water pressure  Effective reinforcement depth
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