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RISRandom Finite-Element Analysis of Slope Considering Strength Anisotropy and Spatial Variability of Soil
Publisher: ASCE
Abstract: Soil is a complex material that exhibits both spatial variability and anisotropy. For simplicity, the traditional approach for analyzing slope stability often assumes that soil is homogeneous or isotropic, which can lead ...
Study on the Periodic Collapse of Suspended Sandstone Interlayer under Coupled Thermo–Hydro–Mechanical Environment
Publisher: ASCE
Abstract: In the process of in situ heat injection mining of coal seams, a circular combustion chamber will gradually be formed. However, for the interlayer coal seam, the interlayer will gradually suspend in the combustion chamber. ...
Road Performance Research on Cold Recycled Pavement Base with Foamed Asphalt on the Basis of Fractal Dimension
Publisher: American Society of Civil Engineers
Probabilistic Analysis of a Three-Dimensional Slope Based on Limit Analysis
Publisher: American Society of Civil Engineers
Abstract: In traditional stability analyses of three-dimensional slopes, soil has often been treated as a homogeneous material with single-parameter properties, overlooking the variability inherent in the strength parameters and ...
Modulation of Mid–High-Latitude Intraseasonal Variability on the Occurrence Frequency of Northeast China Cold Vortex in Early Summer
Publisher: American Meteorological Society
Stochastic Bearing Capacity and Failure Mechanism of Footings Placed Adjacent to Slopes considering the Anisotropic Spatial Variability of the Clay Undrained Strength
Publisher: ASCE
Abstract: The aim of this study is to investigate the influence of the anisotropic variability in soil on the failure mechanism and the ultimate bearing capacity of foundations that are placed near slopes. A random adaptive ...
Failure Mechanism and Bearing Capacity of Rigid Footings Placed on Top of Cohesive Soil Slopes in Spatially Random Soil
Publisher: ASCE
Abstract: This paper focuses on the bearing capacity of vertically loaded rigid footings adjacent to slopes with spatially random soil by performing random adaptive finite-element limit analysis. The solution is illustrated by ...