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Evaluation of Pile Application for Slopes on Bedrock Stability
Applied Mechanics and Materials, 2015This paper presents a numerical study that performs the stability of slopes on bedrock reinforced with single pile row at different locations. The slope is formed of top sliding soil layer that underlies over rock. The numerical analysis has been implemented by employing the three dimensional analysis using FLAC3D. The results indicate that as the pile
Mudthir Bakri +3 more
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Evaluating stability of anisotropically deposited soil slopes
Canadian Geotechnical Journal, 2019Natural soils often exhibit an anisotropic fabric pattern as a result of soil deposition, weathering or filling. This study aims to investigate the effects of spatially variable anisotropic soil fabric in a slope on its safety factor and failure mechanisms, and to identify the critical fabric orientation that is most unfavorable to the slope stability.
Zhu, Hong, Zhang, Li Min, Xiao, Te
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Slope Stability Evaluation Based on PSO-PP
Applied Mechanics and Materials, 2014Evaluation of slope stability is a complex system problem with uncertainties. Based on the Projection Pursuit (PP), the Particle Swarm Optimization (PSO) and the Logistic Curve Function (LCF), a new model for evaluation of slope stability is developed, which is referred as Projection Pursuit based on Particle Swarm Optimization (PSO-PP).
Ke Wang, Fei Xu
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When heavy rainfall occurs in mountainous areas, the water level in streams rises, and the flow velocity increases, result in the enhancement of erosive capacity. As the fast-flowing water approaches the riverbanks, the stability of the riverbank slopes may reduce due to toe scour. It may further lead to the occurrence of near-bank landslides.
Chun Wei Liang, Hsun Chuan Chan
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Chun Wei Liang, Hsun Chuan Chan
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EVALUATION ON STABILITY OF SLOPES AND BUILDINGS ON THE SLOPES
1988Yao Baokui, Sun Yuke
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