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## Lateral pressure caculation on protecting structure under the distri buted strip load

WANG Guang-yue,WANG Deng-ji e,YU Xiao-qing (Shangdong University of Te chnology,Jinan 250061,China) [HJ3/8]
This paper dedu c es the formulation for calculating later al pressure with uniform strip load base d on the solution of boussinesq.And give s the calculative parameters table.It is simple and easy to calculate the latera l pressure using the given formula and t able.
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 【Citations】
 Chinese Journal Full-text Database 1 Hits
 1 Wang Guangyue;Lateral Pressure Calculation of Underground Structure with Local Surcharge[J];GEOTECHNICAL ENGINEERING TECHNIQUE;1997-01
 【Co-citations】
 Chinese Journal Full-text Database 10 Hits
 1 WANG Guang yue,WANG Deng jie (School of Civil Eng.,Shandong Univ.,Jinan 250061,China);Superimposed earth pressure acting on the retaining wall under the effect of verical uniform load in the internal earth[J];Building Science Research of Sichuan;2003-01 2 Zhao Pu et al. (for);Disign of Enclosure for the Foundation Pit of Retaining Wall with Gravity Cement Mixed Piles[J];UNDERGROUND SPACE;1999-02 3 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 4 TIAN Xiang-yang~1,BAO Yong-gang~2(1. Henan Agriculture University,Henan 45000,China;2.Zhengzhou Water Conservation School,Zhengzhou 450000,China);Case study on design and construction for the after-failuredeep pit retaining system[J];Journal of Pingdingshan Institute of Technology;2003-04 5 XUAN Wei?li(The Qiantang River Administration Bureau of Zhejiang Province, Hangzhou 310016,China);Foundation treatment for flood protection works in bore stretch of Qiantang River[J];Journal of Yangtze River Scientific Research Institute;2003-04 6 Wang Zhongwei; Ye Meng (Department of Geotechnical Engineering. Tong n University. 200092. Shanghai);BACK-ANALYSIS OF INTERNAL FORCE AND DEFORMATION OF EXCAVATION SUPPORT SYSTEM ON THE BASIS OF MONITORING FEEDBACK INFORMATION[J];DAM OBSERVATION AND GEOTECHNICAL TESTS;1998-06 7 WANG Zhi liang (Institute of Geotechnical Engineering,Hehai University,Nanjing 210098);Application and Example Analysis of Soil Nail Wall in Retaining Structure[J];Electric Power Survey;2001-01 8 Ding Xifu Tang Shiqiang(China Railway 2nd Survey and Design Institute Engineering Group Co.,Ltd.,Chengdu 610031);Analysis on the Internal Forces and Deformations of a Typical Pit Pile Protection[J];Urban Rapid Rail Transit;2008-02 9 LUAN Mao-tian~(1,2,3), HAN Li-juan~1, NIAN Ting-kai~(1,2), KONG De-sen~1 (1.Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, ering, Dalian University of Technology, Dalian 116024, China; 3.Institute of Rock and Soil Mechanics, The Academy of Sciences of China, Wuhan 430071, China);A Simplified Analysis of Interaction of Soils and Pile in Passive State[J];Journal of Disaster Pnevention and Mitigation Engineering;2004-04 10 Dai Jiachuan (Dept.of construction,Sanming Iron & Steel Co.,365000,Sanming);Application Of spacial Retaining Structures In Foundation Pits[J];Fujian Architecture & Construction;2001-01
 China Proceedings of conference Full-text Database 2 Hits
 1 Wang Jianjun, Huang Qiang ' , Cai Zuhe , Shi Dongshan (China Academy of Building Research, Beijing 100013,China;China Building Technique Group Co. ,Ltd, Beijing 100013,China;Zhengzhou Hydraulic School, Zhengzhou 450008,China);Deep Excavation Design and Construction Technology of Henan Art Center Big Showplace[A];[C];2006 2 Wang Anbao Shi Weifen Wang Guojun (Building Design Academy of Canbao,Beijing 100850);ANALYSIS ON STABILITY OF SOIL NAILING SUPPORT——A METHOD OF DIVISION BY STRIPS IN COMBINATION WITH COMPLEX OPTIMIZATION[A];[C];1997
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