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《Fujian Construction Science & Technology》 2009-04
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Analysis of double row pile structure using in a slope supporting

Teng zhonghua  
The paper analyzes the double row pile structure using in a cutting slope,which was similar compared to the result of the flexible foundation beam method and the planar finite element method.The analysis can be of reference for the other project.
【CateGory Index】: TU476
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 He Yihua; Yang Bin; Jin Baosen; Li Ruiru; Tan Yongjian;Wang Tiehong(China Academy of Building Research);A Study on the Test and Calculation of Double-Row Fender Piles[J];JOURNAL OF BUILDING STRUCTURES;1996-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Jun,WANG Lei,XIAO Zhao-ran(1.College of Civil & Architecture Engineering,Henan University of Technology,Zhengzhou,450052,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai,200092,China);Analysis of the Interval between Double-Row Piles by Finite Element Method[J];;2005-S1
2 YAN Ping,WANG Jun-peng,CHEN Xu-wei(Department of Civil Engineering,Zhejiang Univ,Hangzhou 310027,China);APPLICATION OF DOUBLE-ROW COMPOSITE SOIL NAILIING WALL'IN FOUNDATION PIT SUPPORT[J];Low Temperature Architecture Technology;2005-05
3 Li Ya1,2 Hu Chang-Ming1(1.Xian University 0f Architecture and Technology 710055;(2.Luoyang Construction Company 471000);Issues On Excavating And Bracing Process Of Deep Foundation Pit[J];Fujian Architecture & Construction;2008-03
4 DENG Chengfa① ZHAI Shoujun② HU Guangwei③(①Zhejiang Institute of Hydraulics & Estuary,Hangzhou 310020)(②Zhejiang Design Institute of Water Conservancy & Hydro-Electric Power,Hangzhou 310002)(③Hefei Investigation and Design CO.LTD,Hefei 230001);SENSIBILITY ANALYSES OF THE DUNCAN-CHANG MODEL PARAMETERS TO DEFORMATION OF SUPPORTING STRUCTURE FOR FOUNDATION PIT[J];Journal of Engineering Geology;2008-05
5 TANG Peng HAN Xue-song FENG Li-mei (Tianjin real estate appraisal survey design institute,Tianjin 300070,China);Analysis on the Drop of Soil in Double-row Pile Retaining Structures[J];Construction & Design for Project;2008-03
6 Lin Peng(Department of Civil Engineering,University of Shantou Shantou\ 515063) TSUI Y.(Department of Civil Engineering,University of Hong Kong Hong Kong);THE APPLICATION OF A DOUBLE-ROW-PILES STRUCTURE AS MENDING MEASURES IN A FAILURE EXCAVATION[J];Industrial Construction;2002-05
7 Shi Haiying Gong Xiaonan(1.Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027, China;2.Key Lab of Soft Soil and Environmental Geotechnics of Ministry of Education,Zhejiang University,Hangzhou 310027,China);STUDY ON THE BEHAVIOR OF CANTILEVER DOUBLE-ROW PILES SUPPORTING DEEP EXCAVATION[J];Industrial Construction;2009-10
8 ZHUANG Xin-shan,QIU Ying,WANG Cui-ying(School of Civil Engin.and Architecture,Hubei Univ.of technology,Wuhan 430068,China);Behavior Analysis of the Factors of Deep Foundation Pit Excavation with Double-row Piles[J];Journal of Hubei University of Technology;2009-01
9 LI Ya, SHEN Xiao-zhong(Luoyang Construction Company,Luoyang 471000,China);Issues on Excavating and Bracing Process of Deep Foundation Pit[J];Journal of North China Institute of Water Conservancy and Hydroelectric Power;2005-03
10 NIU Shuangjian1,YANG Dafang2,MA Huan1(1.School of Architecture & Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China;2.School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454003,China);Numerical simulation on soil pressure of double-row pile retaining structures[J];Journal of Heilongjiang Institute of Science and Technology;2008-03
China Proceedings of conference Full-text Database 1 Hits
1 YANG De-jian~(1,2) WANG Tie-cheng~1 (1.School of Constructional Engineering,Tianjin University,Tianjin 300072 2.Tianjin Key Lab of Soft Soil Characteristic and Engineering Environment,TI UC,Tianjin,300384);Research on Optimum Design and Application of Double-row Pile Retaining Structure[A];[C];2009
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