(1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,Guangdong 510640,China;2. State Key Laboratory of Subtropical Building Science,South China University of Technology,
Guangzhou,Guangdong 510640,China)
Abstract:The uniaxial compression tests are conducted on geomembrane bag with different compactness to obtain stress-strain curves and uniaxial compressive strength,and the failure pattem under uniaxial compression is discussed. The study indicates that the uniaxial compressive strength decreases with compactness increases. The 80%–85% compactness is adequate. Uniaxial compressive strength of geomembrane bag with sand is much larger than that of sand,which is 1 MPa with nearly 100% compactness,and the corresponding with sand ultimate load height is about 50 m. With the compactness decreases,the uniaxial compressive strength of geomembrane bag increases obviously,and the stress-strain curves are different.
王 萍. 模袋法[M]. 北京:中国水利水电出版社,2006:2-10.(WANG Ping. Geomembrane bag[M]. Beijing:China Water Power Press,2006:2-10.(in Chinese))
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