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《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1994-06
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Probability Analysis of Soil Pressure Coefficient

PengDa-peng(Tianjin University)  
A series of approximale formulas on the probability density function,evpectation and varianceof soil pressure coefficient as a function of random variable are given. They have practical significancefor structure reliability analysis including aseismic reliability analysis.
【Fund】: 国家自然科学基金
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 3 Hits
1 TANG Ren-hua;CHEN Chang-fu;LIANG Guan-ting;Institute of Geotechnical Engineering,Hunan University;;Reliability analysis in stages for frame-type prestressed anchor system[J];岩土力学;2014-01
2 TANG Renhua;CHEN Changfu;LIANG Guanting;Institute of Geotechnical Engineering,Hunan University;;SYSTEM RELIABILITY ANALYSIS OF FRAME PRESTRESSED ANCHOR BOLT[J];岩石力学与工程学报;2013-12
3 SONG Lin-hui MEI Guo-xiong ZAI Jin-min ZHOU Feng College of civil Engineering,Nanjing University of Technology,Nanjing 210009,China;Two kinds of ways to research soil pressure[J];岩土力学;2006-S2
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 TANG Ren-hua,CHEN Chang-fu(College of Civil Engineering,Hunan University,Changsha 410082,China);Analysis and calculation method of reliability of anchored retaining wall[J];岩土力学;2012-05
2 ZHAO Xiaoyan1,2,JIANG Chusheng1,XIONG Ziying2 (1. Post-doctor's Scientific Research Work Station,China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu,Sichuan 610031, China;2. School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);FIELD TEST ON COUNTERFORCES AGAINST TENDON BEAM OF PRESTRESSED CABLE FRAME OF SOIL-LIKE SLOPES[J];岩石力学与工程学报;2008-S2
3 LI Zhong,ZHU Yan-peng(College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);STABILITY CALCULATION METHODS FOR GRILLAGE SUPPORTING STRUCTURE WITH PRESTRESSED ANCHOR AND ITS APPLICATION[J];岩石力学与工程学报;2005-21
4 ZHU Bao-long1,YANG Ming2,HU Hou-tian1,CHEN Qiang1 (1. School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2. University of Illinois at Chicago,Chicago 60607,USA);TESTING STUDY ON INTERNAL FORCES FOR PRESTRESSED ANCHOR CABLE FRAME IN REINFORCED SOIL SLOPE[J];岩石力学与工程学报;2005-04
5 LIU Xiao-li 1,ZHANG Zhan-min2,DENG Jian-hui 1 (1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, CAS, Wuhan 430071, China; 2. The Sixth Branch of the Fourth Construction Engineering Corporation of Hebei Province, Baoding 071051, China);A method for limit state design of foundation beam with prestressed anchor-cable used in reinforced slopes[J];岩土力学;2004-10
6 ZHU Han-ya, WANG Hui-bang, SHANG Yue-quan (School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China; Highway Bureau of Zhejiang Province, Hangzhou 310009, China);Analysis of bearing system of frame beams with anchor pier in slope engineering[J];中国公路学报;2004-01
7 Wang Shichuan Huang Maosong (Department of Geotechnical Engineering,Tongji University);A Review of Several Analytical Methods of Earth Pressure and Comparisons between each other[J];勘察科学技术;2003-03
8 XIAO Shi guo ,ZHOU De pei (The Civil Engineering School of Southwest Jiaotong University,Chengdu 610031,China);A calculation method for internal force of prestressed anchor-rope and frame beam-on-foundation on high rock slope[J];岩土工程学报;2002-04
9 Mei Guosiong (Hehai University) Zai Jinmin (Nanjing Architectura and Civil Engineering Institute);A NEW FORMULA FOR EARTH PRESSURE[J];土木工程学报;2000-05
10 Zhu Dayong ; Qian Qihu (Nanjing Engineering Institute);NEW APPROACH FOR COMPUTATION OF EARTH PRESSURE COEFFICIENTS BASED ON LIMTT EQUILIBRIUM METHOD[J];土木工程学报;2000-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 ZHU Yan-peng;YANG Xiao-hui;MA Xiao-rui;ZHU Qiao-chuan;School of Civil Engineering, Lanzhou University of Technolog;Northwest Center for Disaster Mitigation in Civil Engineering, Ministry of Education;Xi'an Changqing Technology Engineering Co.Ltd;;STATICS AND DYNAMIC STABILITY OF UNSTABILITY GRAVITY RETAINING WALL REINFORCED WITH FRAME-ANCHORS[J];工程力学;2015-11
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