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《Journal of Highway and Transportation Reseach andk Development》 2001-01
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Analysis of Strengthening Effect of Expressway Soft Foundation by Vacuum Pre?loading Method

YUE Hong?yu,WANG Liang?guo,YANG Hui (Nanjing University Sci.& Tec ,Jiangsu Nanjing 210094,China)  
This paper presents a vacuum preloading method for strengthening soft ground.A practical example is given to analyze and compare the effects of the strengthening,which indicates that the method can be applied in actual engineering of expressway on soft ground.
【CateGory Index】: U416
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【References】
Chinese Journal Full-text Database 3 Hits
1 QIU Qing-chang~1,DONG Zhi-liang~2,MO Hai-hong~1,CAI Nan-shu~3 (1.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China;2.Guangzhou Sihang Institute of Engineering Technology,Guangzhou 510230,China;3.Guangzhou Port Group Co.,Ltd.Nansha Project Office,Guangzhou 510700,China);Effect of Jet Grouting Piles to Protect Areas of Soft Ground Improved by Vacuum Preloading[J];China Harbour Engineering;2006-03
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【Co-references】
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1 ZHANG Ji yuan ZHANG Zhi yong XING Zhong xing (Wuhan University of Hydraulic and Electric Engineering,Wuhan 430072,China);Multi-model Biot consolidation finite element method analysis[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
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3 FENG Zhen,XU Zhao-yi,WANG Lian-jun,YAN Wen-fa(School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China);Grey Prediction of Embankment Settlement and Its Application[J];Journal of Northern Jiaotong University;2004-04
4 Kong Dejin Miou Zhonghai(Tianjin Harbour Engineering Institute 300222);The Analysis on the Variation of Pore Water Pressure during Consolidating Soft Soil Foundation[J];Port Engineering Technology;2000-03
5 LIU Xiang(Tianjin Port Constraction & Development Company,Tianjin 300456,China);Negative Analysis Method for Settlement of Real Foundation Measurement & Its Application[J];Port Engineering Technology;2005-02
6 LI Lihui ① WANG Qing ① WANG Jianping ② WANG Nianxiang ② (①Changchun University of Science & Technology, Changchun 130026) (②Nanjing Hydrology Research Institute of Water Conservancy, Nanjing 210024);ANALYSIS OF STRESS PATH SOIL′S DEFORMATION UNDER THE VACUUM DRAINAGE PRELOADING[J];Journal of Engineering Geology;2001-02
7 JI Suiwang ZHANG Zhuoyuan (①Institute of Highway Planning Survey Design , Comunications Department of Sichuan Province, Chengdu 610042) (②Institute of Engineering Geology, Chengdu University of Technology, Chengdu 610059);STUDY ON THE EFFECT OF PORE WATER-PRESSURE IN TECHNOLOGY OF DEWATERING SOFT SOIL FOUNDATION TREATMENT[J];Journal of Engineering Geology;2001-04
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10 LI Guo?wei 1 , Yang Tao 2 , SONG Jiang?bo 3 (1 Hehai University,Jiangsu Nanjing 210098,China;2 University of Shanghai for Science and Technology,Shanghai 200093, China; 3 Shanghai No 1 Municipal Engineering Co Ltd , Shanghai 200083,China);Further Research on the Hyperbolic Fitting Method for Prediction of Subgrad Settlement[J];Journal of Highway and Transportation Research and Development;2003-01
【Secondary References】
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1 YAN Fu-you,LI Le (School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Analysis of sand drain ground consolidation considering additional stress distribution[J];Journal of Anshan University of Science and Technology;2007-01
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