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《Chinese Journal of Geotechnical Engineering》 2006-S1
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Effect of improvement soils on lateral deformation of foundation pits

(LUO Zhan-you,LIU Wei,XIA Jian-zhong)(School of Civil Engineering and Architecture,Zhejiang University of Science and Technology,Hangzhou 100123,China)  
Soil improvement is an effective method to decrease the lateral deformation of soils and retaining structures.Based on the elastic foundation beam theory,a finite element model of foundation pit was established.The effect of soil improvement on lateral deformation of the retaining structures was studied.The results show that lateral deformation reduces with the increase of depth and degree of improvement soils.To save the engineering cost and guarantee the pit safety,it is important to decide the depth and degree of improvement soils.
【CateGory Index】: TU753.8
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