机译:颗粒形状和围压对人工堆石料破碎变形的影响
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;
School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, NSW 2007, Australia;
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;
Particle shape; Artificial rockfill; Particle breakage; Secant modulus; Triaxial shear test;
机译:颗粒形状和限制压力对人工堆石破裂和变形的影响
机译:粒径和施加压力对碾压性堆积材料破损因子的影响
机译:通过在复合应力路径下润湿变形产生的粗糙颗粒破损
机译:233 m水布Rock堆石坝变形破坏力学分析。
机译:围压下沥青混合料永久变形行为的实验和分析研究。
机译:光纤陀螺混凝土面板堆石坝变形监测系统的开发与现场应用
机译:中等三轴试验中粒度和围压对堆石料破损系数的影响