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《Chinese Journal of Underground Space and Engineering》 2013-03
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Impact of Loess Structural Properties on Earth Pressure of Retaining Wall

Ma Lin1,Shao Shengjun2,Chen Changlu3(1.Shanxi Transportation Research Institute,Key Laboratory of Highway Construction and Maintenance Technology in Loess Region,Taiyuan 030006,China;2.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;3.Bijie University,Bijie,Guizhou 551700,China)  
The natural loess has structural properties.The deformation and mechanical properties of soil show a different performance because of its structural properties.Based on the structural research of loess and triaxial test,this paper studied the regularity of stress-strain of loess and the impact of loess structural properties with the reconstructed plane-strain apparatus in the condition of plane strain,and puts forward the applied formula which can reflect the deformation and mechanical properties.The calculation of earth pressure is one of the important problems in the retaining wall design.Considering the structural properties,the result can reflect the real stress state of retaining wall.Studies indicate that the active earth pressure of the wall and the passive earth pressure of the bottom wall have obvious different changes compared with that when they were not considered.The total active earth pressure becomes larger and its acting point moves downward,while the total passive earth pressure becomes smaller and its acting point moves up.
【Fund】: 山西省交通建设科技项目(11-2-15)
【CateGory Index】: TU476.4
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