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    YUAN Xue-qi, TAN Song-lin. Triaxial experiment study on Wushan reinforced soil[J]. Northwestern Geology, 2002, 35(1): 52-55.
    Citation: YUAN Xue-qi, TAN Song-lin. Triaxial experiment study on Wushan reinforced soil[J]. Northwestern Geology, 2002, 35(1): 52-55.
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    Triaxial experiment study on Wushan reinforced soil

    • China University of Geosciences, Wuhan 430074, China

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    • Received Date: December 24, 2000
    • Revised Date: November 27, 2001
    • Published Date: March 04, 2002
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      • Abstract
    • The deformation failure mechanism and shear strength characteristics of reinforced filling soil in Wushan county are studied with triaxial apparatus.It is shown that the shear strength of the reinforced soil is higher than that of the unreinfo rced soil,but the frction force between geotextile band and soil is quite weak because the surface of the geotextile band is relativly smooth.As a result,a sliding plane is formed between getotextile band and soil,and the ability to resist the slight deformation is weakened.Meanwhile,it is found tha tenclosure pressure and layers of geotextile band also can affect the shear strength of the reinforced soil.
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      • References (3)
    • 华南理工大学,等四校.地基与基础[M].北京:中国建筑工业出版社,1991.
      保华富,等.聚合物土工格栅加筋碎石土试验研究[J].岩土工程学报,1999,21(2):217-221.
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