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《Journal of Anhui Institute of Architecture & Industry(Natural Science)》 2009-01
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Analysis of earth pressure of the secant piles support structure

LI De-zhang(The department of major project construct and management of Hefei,Hefei 230001,China)  
Being permanence support structure and vertical bearing structure,the working mechanism of the secant piles support structure in city under bridge of underpasses is obvious differ from tradition support structure.The value on-the-spot survey has biggish error with theoretic calculation.Via analyzing for the earth pressure in initiative and passive area,the amend means of theoretic earth pressure be elicited.
【CateGory Index】: TU473.1
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【Citations】
Chinese Journal Full-text Database 4 Hits
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Yuxiang,FENG Yong,ZHENG Wenying(College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China);Analysis on deformation of row piles under horizontal loads[J];Sichuan Building Science;2012-02
2 ZOU Jian-wen1,XU Wei1,XU Ying2(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.School of Engineering and Architecture,Henan University,Henan Kaifeng 475000,China);ANALYSIS OF LATERAL DEFORMATION OF DEEP FOUNDATION PIT SUPPORTING WITH STEEL REINFORCED CEMENT-SOIL PILE[J];Low Temperature Architecture Technology;2009-05
3 ;Calculation on the earth pressure at the side of pile for pile-in-row supporting structure[J];Fujian Building Materials;2011-06
4 DING Ji-hui,YUAN Man,ZHANG Qin(College of Civil Engineering Hebei University,Baoding,Hebei 071002,China);THE ANALYSIS OF SPATIAL EFFECT OF SOIL PRESSURE ON CANTILEVER REAINING STRUCTURE BASED ON ELASTIC RESISTANCE METHOD[J];Engineering Mechanics;2012-S1
5 Liu Lei,Jia Jian Department of Geotechnical Engineering,Tongji University,200092,Shanghai,China;Mechanism and Application of Cross Wall in Deformation Control Adjacent to Metro Tunnel[J];Urban Mass Transit;2010-04
6 Yu Jianhai1,Chen Liwei2(1.Shenhua Huanghua Harbor Administration Co.,Ltd.,Cangzhou Hebei 061113,China;2.Tianjin Beiyang Survey and Design Institute of Water Transport and Conservancy Co.,Ltd.,Tianjin 300457,China);Analysis and Discussion of Monitoring Results for Corridor Excavation Stage in Huanghua Port Coal Terminal Phase-3 Project[J];Port Engineering Technology;2012-03
7 Liu Yongcheng,Lü Junlin,Ren Gaofeng(School of Resource and Environmental Engineering,Wuhan University of Technology,Wuhan 430070,China);Research on nonlinear distribution of earth pressure produced around buttress in bridges and culverts construction of existing railway[J];Geotechnical Investigation & Surveying;2013-06
8 CHEN Zechang1,MAO Jianqiang2,LIU Jianguo1(1.Shenzhen Municipal Design and Research Institute Co.,Ltd.,Shenzhen 518026,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Research on Displacement and Stress of Soldier Pile Structure in Foundation Pit of Metro Station in Chengdu[J];Tunnel Construction;2012-03
9 WANG Guang-fu(Yangzhou Architectural Design Institute Co.,Ltd,Yangzhou Jiangsu 225007 China);Monitoring Analysis of Foundation Pit Excavation[J];Jiangsu Construction;2012-01
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1 Ding Ji-hui,Yuan Man,Zhang Qin (College of Civil Engineering Hebei University Baoding 071002,Hebei,China);THE ANALYSIS OF SPATIAL EFFECT OF SOIL PRESSURE ON CANTILEVER REAINING STRUCTURE BASED ON ELASTIC RESISTANCE METHOD[A];[C];2011
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1 ZENG Lü-xian~(1,2),PAN Hong~2(1.Hunan Institute of Science and Technology,Yueyang 414006,China;2.China South China University of Technology,Guangzhou 510640,China);Application of ANSYS in the ring beam retaining structure of deep foundation pit[J];Sichuan Building Science;2006-04
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7 LIU Chun-mao1,DONG Jie2,BIAN Cheng-xin3(1.Architectural Design and Research Institute,Chongqing University,Chongqing 400045,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China 3.Chongqing North Land Exploitation Co.,Ltd.400023,China);Impact Analysis on Design Parameters about Service Behavior of Cantilever Anti-slide Piles[J];Journal of Chongqing Jianzhu University;2008-02
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1 ;Deformation prediction of the 1th Xuefengshan tunnel based on the LS-SVM[J];China Building Materials Science & Technology;2012-05
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【Secondary Citations】
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1 Gao Yinli Xu Jianxin Chen Huan (China Academy of Building Rescarch) (Hebei Civil Engineering College) (Tianjin University);A FLEXING EQUATION METHOD CONSIDERING THE COOPERATIVE ACTION BETWEEN ROW OF PILES AND RING BEAM DURING EXCAVATION PROCEDURE[J];;2001-01
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