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《Rock and Soil Mechanics》 2001-04
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Evaluation on effect of face wall in reinforced embankment

LIU Si-hong 1 ,CHEN Yue 2(1.Nagoya Institute of Technology,Nagoya466-8555,Japan;2.Suzhou Institute of Science and Technology,Suzhou215011,China)  
A number of soilbags are usually piled up to construct a face wall in the embankment reinforced with horizontal geotex-tiles.This face soilbag wall has a great effect on the stability of the reinforced embankment.In this paper,we propose d a method to evaluate the effect of the face soilbag wall.This method suggests two ways to deal with the face soilbag wall in the stability analysis for the reinforced embankment.One is to assume the face soilbag wall as a thin rigid wall;the other is to take an additional cohesion c of the soilbags,which is induced from the tension of the bag when the soilbag is subjected an external force,into account in the stability analysis.The safety factor of the reinforced embankment was chosen to be the smaller one of these two .A number of biaxial compression tests were performed on two-dimensional model soilbags and unconfined compression tests on real soilbags to illustrate the existence of the additional cohesion c in soilbags.Finally,an example of stability analysis for such reinforced embankment was presented.
【CateGory Index】: TV871
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Chinese Journal Full-text Database 1 Hits
1 Zhang Wei 1 , Wang Fa jing 2 , Zhang Rui ren 3(1. School of Civil Engineering, Qingdao Technological University, Qingdao 266033; 2. Jiaozhou Group of Construction, Qingdao 266300; 3. Qingdao No.1 Municipal Engineering Co.Ltd., Qingdao 266033);Application and Analysis of a New Earth Reinforcement Method by Soilbags[J];Journal of Qingdao Institute of Architecture and Engineering;2005-02
Chinese Journal Full-text Database 2 Hits
1 Liu Zeng-qing 1, Pan An-ji 2 (1. Qingdao Duoyuan Building Development Co., Ltd., Qingdao 266500; 2. Qingdao Institute of Architecture and Engineering, Qingdao 266033);An Engineering Example of Soft Soil Foundation Treatment Method of Laying Geotextile by Sanding Consolidation[J];Journal of Qingdao Institute of Architecture and Engineering;2003-03
2 LIN Xiao ling 1, ZHOU Lian ming 2, WU Jian dong 1, WEI Ju lin 3(1. Zhejiang Provincial Building Science Research & Design Institute, Hangzhou 310012, China) (2. Zhejiang University Building Science Research & Design Institute, Hangzhou 310027, Ch;The application of geotextile reinforced sand cushion in ground treatment of buildings[J];ROCK AND SOIL MECHANICS;2000-03
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 XU Sheng-wen(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);ADVANCES ON TREATMENT OF CUTTING SLOPE IN EXPANSIVE SOILS[J];Low Temperature Architecture Technology;2010-01
2 YAO Xuequn1,XU Chongfa1,JIANG Xiaoming2(1.Urban & Country Construction and Engineering Management Department of Kunming University,Kunming 650216,China;2.Southwest Petroleum University,Chengdu 610500,China);The present study situation of seismic isolation by sand gravel underlayer and several questions concerned[J];Sichuan Building Science;2010-04
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