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하성우(Sung-Woo Ha),김대현(Daehyeon Kim),박경호(Kyeong-Ho Park),정신규(Sin-Kyu Jung),전상주(Sang-Joo Jeon) 한국지반신소재학회 2012 한국지반신소재학회 학술발표회 Vol.2012 No.11
In this study, large direct shear tests on two types of coarse grained soils were performed to understand the effects of particle size on the shear behavior of coarse grained soils with/without geogrid reinforcements. In the case of coarse grained soil without geogrid, the maximum shear stress increased with an increase in normal stress for medium and large particle size.