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Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes
Publisher: ASCE
Abstract: This paper presents an application of the second-order reliability method (SORM) to analyze shallow landslides considered as unsaturated infinite soil slopes. The accuracy of modeling the unsaturated infinite slope reliability ...
Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method
Publisher: American Society of Civil Engineers
Abstract: This paper discusses the second-order reliability-based design optimization (SORBDO) of unsaturated finite slopes. An efficient search algorithm is proposed to locate the most probable slip surfaces using the Morgenstern–Price ...
Rainfall-Induced Probability of Failure in Spatially Variable Soil Slopes and a Case Study of the Konkan Railway Slope Failure
Publisher: ASCE
Abstract: A novel framework was developed for the stability analysis of spatially variable slopes under rainfall by approximating the performance function in standard normal space by a second-order surface at the design point. ...
Variability Characterization of SWCC for Clay and Silt and Its Application to Infinite Slope Reliability
Publisher: ASCE
Abstract: A novel statistical framework was developed to quantify the variability of the fitting parameters of the soil–water characteristic curve (SWCC). Reliable estimation of the mean, standard deviation, and associated probability ...
Effect of Fines Content on the Hysteretic Behavior of Water-Retention Characteristic Curves of Reconstituted Soils
Publisher: ASCE
Abstract: An experimental investigation was carried out to evaluate the influence of fines content on the hysteretic behavior of water-retention characteristic curves (WRCCs) of reconstituted soil subjected to wetting and drying ...
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