摘要
基于空间随机场理论,利用局部平均法研究空间各向异性的土坡的可靠度问题,推导出相应计算公式,并通过计算边坡的最大破坏概率来进行滑坡的空间预测。
Reliability of cohesive soil slopes is assessed using the spatial averaging (SE) method. Spatial variability of soil properties is represented by an anisotropic random field. Also a method of landslide hazard spatial prognosis is presented by calculating the minimal reliability index corresponding to the width of potential failure zone.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第2期284-287,共4页
Rock and Soil Mechanics
