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机译:岩石特性对土岩混合物(SRM)斜坡稳定性影响的数值研究
Research Institute of Ceotechnical Engineering Hohai University Nanjing 210098 China Key Laboratory of Ministry of Education for Ceomechanics and Embankment Engineering Hohai University Nanjing 210098 China;
Key Laboratory of Ministry of Education for Ceomechanics and Embankment Engineering Hohai University Nanjing 210098 China Key Laboratory of Coastal Disaster and Defense Ministry of Education Hohai University Nanjing 210098 China;
Research Institute of Ceotechnical Engineering Hohai University Nanjing 210098 China Key Laboratory of Ministry of Education for Ceomechanics and Embankment Engineering Hohai University Nanjing 210098 China;
Research Institute of Ceotechnical Engineering Hohai University Nanjing 210098 China Key Laboratory of Ministry of Education for Ceomechanics and Embankment Engineering Hohai University Nanjing 210098 China;
Research Institute of Ceotechnical Engineering Hohai University Nanjing 210098 China Key Laboratory of Ministry of Education for Ceomechanics and Embankment Engineering Hohai University Nanjing 210098 China;
Dept. of Civil and Environmental Engineering University of Waterloo Waterloo ON N2L 3G1 Canada;
Soil-rock mixture; Slope stability; Rock shape; Factor of safety; Reduced strength method;
机译:水诱导的土石混合体力学参数变化及其对距距边坡稳定性的影响
机译:虚拟冲积砂土混合料数值无侧限抗压强度的尺度效应研究
机译:土石混合体受压流固耦合特性的实验研究
机译:基于排序判断的土石混合料边坡随机模型与稳定性分析
机译:构造结构对岩体质量的影响及其对岩质边坡稳定性的影响。
机译:土石混合材料的回弹特性:组成和结构影响的初步研究
机译:用数值评级系统调查岩石坡稳定性的调查手册的提议及其应用。