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《Underground Space》 2002-01
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Experimental Study on Soil Stress of Holding Sheet for Supporting System of Pile

ZHANG Jinmin et al  
Based on the data of soil pressure and horizontal displacement of holding sheet from the test on indoor model of soil,the magnitude and distribution form of the soil pressure on the holding sheet were analyzed.The working mechanism of holding sheet was discussed and the result is fitted for calculation results from equation for soil pressure of parallel wall.It is advised to use formula for parallel wall to calculate the soil presure.
【CateGory Index】: TU411
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【References】
Chinese Journal Full-text Database 5 Hits
1 XU Yong,YANG Ting,WANG Xin-lian(Nanjing Municipal Design and Research Institute Co.,Ltd,Nanjing 210008,China);Application of the Anchor-pile Retaining Structure in the Large Foundation Pit[J];Chinese Journal of Underground Space and Engineering;2006-04
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3 GUO Yin1,ZHAO Gang1,SUN Yuan-di1,GUO Yong-fu2,BAO Zhao-jie1,LI Jun-jie1,XIE Fang1(1.China Institute of Geotechnical Investigation and Surveying Co.,Ltd,Beijing 100007,China;2.Beijing Urban Construction Road & Bridge Group Co.,Ltd,Beijing 100124,China);Test Study on the Internal Force and Deformation for Anchored Bracing Pile[J];Chinese Journal of Underground Space and Engineering;2009-05
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1 GUO Yuancheng1,GUO Chengxiang2,YE Yongfeng3(1.School of Civil Engineering of Zhengzhou University,Zhengzhou 450001,China;2.Puyang College for Vocational Technology,Puyang 457000,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);The study of proper piles spacing in row piles retaining and protecting structure based on horizontal soil arching effects[J];Sichuan Building Science;2008-04
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