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Discontinuous gradation effect on large-scale triaxial shear mechanical properties of soil rock mixture
ZHANG Chao1,2,3,LOU Aoqing1,YU Jin2,ZHU Dongping3,XU Zan4,CAO Wengui4
(1. Hunan Provincial Key Laboratory of Geotechnical Engineering Stability Control and Health Monitoring,Hunan University of Science and Technology,Xiangtan,Hunan 411201,China;2. Fujian Research Center for Tunneling and Urban
Underground Space Engineering,Huaqiao University,Xiamen,Fujian 361021,China;3. China Railway
No.5 Engineering Group Co.,Ltd.,Changsha,Hunan 410114,China;4. College of Civil
Engineering,Hunan University,Changsha,Hunan 410082,China)
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