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《Henan Science》 2005-06
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Establishment of force-deformation calculation mode for soil nails in service

GUO Yuan-cheng~1,QIN Hui-lai~2,LIU Zhan~3 (1.College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China; 2.Deparment of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 3.Construction Group Corp.of ZPEB SINOPEC,Puyang 457001,China)  
In this paper,soil nails in service are divided into two segments,active area segment and anchor area segment.Based on the characteristics of soil nail force,the calculation mode of force and deformation for each part are established.What we have done here provides basis for the deformation calculation of soil nails in soil nailing and composite soil nailing,and creates conditions for the deformation calculation of soil nailing and composite soil nailing.
【Fund】: 河南省自然科学基金资助项目(0211063200)
【CateGory Index】: TU476;
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Chinese Journal Full-text Database 1 Hits
1 QIN Hui-lai1,GUO Yuan-cheng2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Simplified calculation method of horizontal displacements for the composite retaining system of cement-soil piles and soil nailing[J];Rock and Soil Mechanics;2007-09
Chinese Journal Full-text Database 2 Hits
1 GUO Yuan-cheng,LI Feng(School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China)QIN Hui-lai(Department of Under-Ground Building Engineering,Tongji University,Shanghai 200092,China);Soil Pressure Results Determined by Incremental Approach in Soil-Nailing Structures[J];Building Science;2007-07
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