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《Chinese Journal of Underground Space and Engineering》 2012-03
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Effect of Studs on Reinforced Soil-cement Retaining Wall in High Stress Area

Xu Junhong1,2,Wang Yuan2,Li Aiqun1(1 Civil Engineering College,Southeast University 210098,China;2 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China)  
Natural bond between steel and soil cement can not provide enough bonding strength to the interface of traditional reinforced soil-cement retaining wall in high stress area.For this weakness,a solution to this problem is given—welding studs on steel flange.The theoretical analysis and ABAQUS finite element numerical computation are given to the reinforced soil-cement retaining wall in high stress area with welding studs on steel flange.Through theoretical analyzing,a studs-steel-cemented soil compound structure concept is introduced,and a mechanical model for interaction of these three elements is established,a checking formula in flexural bearing capacity of composite beam with studs is obtained;Numerical results show that the condition of lateral displacement of retaining wall and profile steel,and shear stress at interface is better than that of the wall without studs.Finally,the effects of lateral displacement of retaining wall and shear stress with different characteristics of studs are given.
【CateGory Index】: TU753
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