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《Chinese Journal of Underground Space and Engineering》 2007-05
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Calculation of Minimal Support Pressure Acting on Shield Face during Pipe Jacking in Sandy Soil

WEI Gang1,HE Feng2(1.Department of Civil Engineering,City College,Zhejiang University,Hangzhou 310015,China;2.Zhejiang Province Logistic Real Estate Develop Co.,LTD,Hangzhou 310012,China)  
The length-height ratio of circular shield is equal to 1,and thus the uploading arch will be formed when the face is destroyed.The sliding block is a truncated prism with complicated shape but not a triangular wedge as assumed by wedge stability model.The shape of sliding block and upside of sliding block are presumed as a trapezoid wedge and a trapezoid prism respectively.Using the theory of Terzaghi's relation soil pressure,the limited support pressure formula with tunnel face in stratified sandy soil is obtained based on the principle of sliding block entire force balance.It is shown in analytical calculation that,the calculation result by the method mentioned above is smaller when compared with that by wedge model,and also more closer to the results of centrifugal-model test.
【CateGory Index】: TU432
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