In this study, the characteristics of shear strength parameters of weathered granite soils were????
observed. The test was cyclic wetting and drying process using the direct shear tester. The wetting state than drying state had lower the cohesion and ...
In this study, the characteristics of shear strength parameters of weathered granite soils were????
observed. The test was cyclic wetting and drying process using the direct shear tester. The wetting state than drying state had lower the cohesion and internal friction angle. The higher fine-grained soil content than the lower content soil was measured smaller the cohesion and internal friction angle. The cohesion result of cyclic test was increased after a decreased, internal friction angle was decreased constant ratio. The large grain size soil was small the change of cohesion by the influence of water, the internal friction angle was increased. The ground should be well thought out because it’s hard to confirm the effect of rainfall infiltration and ground saturation over time. Therefore, using this study, It will be able to analyze the characteristic by soil classification, particle and cyclic load.