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- W2313452594 abstract "In this study, the two types of test, direct shear and pull-out test, are used to evaluate the frictional resistance between geofabrics and cohesionless and cohesive soils. The results from the direct shear tests show that the friction angle between geofabric and soil depends on the soil particle size, and when the soil particle size is smaller than surface roughness of geofabric, the friction angle is almost equal to the value of soil itself. In the pull-out test, the distributions of shear stress acting on geofabric are not uniform, and the effective shear area decreases with increasing the normal stress. It is clarified that the friction properties obtained from pull-out test are equal to the results of direct shear test by means of considering the decrease of effective shear area." @default.
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- W2313452594 date "1990-06-20" @default.
- W2313452594 modified "2023-10-04" @default.
- W2313452594 title "Friction Properties Between Soils and Geofabrics" @default.
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- W2313452594 doi "https://doi.org/10.2208/jscej.1990.418_285" @default.
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