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《Shanxi Architecture》 2017-08
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The inner links between the earth pressure coefficient and the Mohr-Coulomb strength criterion

Li Fengzeng;Zhengzhou Highway Managing Bureau,Directly Under the Branch;Henan Transportation Research Institute Co.,Ltd;  
According to the stressed analysis of the earthwork behind the retaining walls,the paper deduces the calculation of the static soil pressure,explores the Rankine active soil pressure and passive soil pressure,and researches the internal relationship between the soil pressure coefficient and Mohr-Coulomb theory,so it is meaningful for the theoretic research and engineering calculation of the soil pressure.
【CateGory Index】: TU432
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Chinese Journal Full-text Database 7 Hits
1 WU Chong-fu;ZHANG Zhi-jun;LIU Shu-hong;School of Civil Engineering & Mechanics,Yanshan University;Planning Office,Northeastern University at Qinhuangdao;;Calculation Method for Lateral Earth Pressure on Parallel Retaining Walls with Clayey Backfill Considering Soil Arching Effect[J];中国公路学报;2014-04
2 WANG Zhe(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Experimental study on Mohr-Coulomb model with damage for concrete[J];北京交通大学学报;2013-04
3 WANG Junjie1,2,HAO Jianyun1,2 (1.National Engineering Research Center for Inland Waterway Regulation,Chongqing Jiaotong University, Chongqing 400074,China;2.Key Laboratory of Hydraulic and Waterway Engineering of Ministry of Education,Chongqing Jiaotong University,Chongqing 400074,China);Definition of Coefficient of Earth Pressure and Methods Review[J];水电能源科学;2013-07
4 ZHANG Jian1,2,HU Ruilin1,LIU Haibin3,WANG Sansan1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Science,Beijing 100029,China;2.Department of Civil engineering,Nanyang Normal University,Nanyang,Henan 473061,China;3.China Huashui Hydropower Development Corporation,Beijing 100069,China);CALCULATION STUDY OF RANKINE EARTH PRESSURE BASED ON UNIFIED STRENGTH THEORY[J];岩石力学与工程学报;2010-S1
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6 SHI Hong yan 1,XIE Ding yi 1,WANG Wen shao 2 (1 Xi'an University of Technology,Xi'an 710048,China; 2.China Institute of Water Resources and Hydropower Research,Beijing\ 100044,China);A theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil[J];水利学报;2001-04
Chinese Journal Full-text Database 8 Hits
1 ZHANG Qingtao;LIU Xuyang;School of Civil Engineering,Chongqing Jiaotong University;China Construction Tunnel Construction Co.Ltd.;;Experimental study of influence of pile foundation construction on slope clay strength parameters[J];南昌工程学院学报;2018-03
2 Li Gang;;The solution of foundation bearing capacity based on the finite element limit equilibrium method[J];水利规划与设计;2018-04
3 Liao Hongjian;Yang Bo;Tan Yunzhi;Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University;School of Human Settlement and Civil Engineering,Xi'an Jiaotong University;;Calculation of earth pressure on reinforced soil retaining walls based on unified strength theory[J];应用力学学报;2018-01
4 ZHANG Anyin;TANG Guangwei;Jiangsu Geological Engineering Survey and Design Institute;;Scour Effects on the Response of Laterally Loaded Piles Considering of Stress History of Sand[J];河南科学;2017-12
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8 Li Fengzeng;Zhengzhou Highway Managing Bureau,Directly Under the Branch;Henan Transportation Research Institute Co.,Ltd;;The inner links between the earth pressure coefficient and the Mohr-Coulomb strength criterion[J];山西建筑;2017-08
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