机译:极限平衡法定量分析二维空间变量土的边坡破坏风险
School of Civil Engineering and Architecture, Nanchang University, 999 Xuefu Road, Nanchang, China,State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China,Engineering Risk Analysis Group, Technische Universität München, Arcisstr. 21, Munich, Germany;
School of Civil Engineering and Architecture, Nanchang University, 999 Xuefu Road, Nanchang, China,ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, NSW, Australia;
School of Civil Engineering and Architecture, Nanchang University, 999 Xuefu Road, Nanchang, China;
School of Civil Engineering and Architecture, Nanchang University, 999 Xuefu Road, Nanchang, China;
Probability of failure; Risk assessment; Slope stability; Spatial variability; System reliability;
机译:用随机极限平衡法和材料点法研究空间可变土壤大变形过程中的边坡破坏模式演化
机译:随机限制平衡和物质点方法对空间可变土壤大变形坡衰竭模式演化研究
机译:一种定量分析空间可变土壤中边坡破坏模式之间相关性的分析方法
机译:长边坡极限平衡破坏的风险:它如何取决于长度
机译:天然和坡度的定量风险评估:测量估计风险的不确定性以及制定风险评估标准的拟议框架。
机译:暴雨对土壤边坡的侵蚀破坏:土壤边坡破坏的实验室研究和改进的GA模型
机译:一种基于最小锂稳压偏差(MLD)原理的新计算方法,分析了二维限制 - 平衡理论框架中的边坡稳定性