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    Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024045-1
    Author(s): Shangchuan Yang; Shihong Song; Fei Zhang; Yufeng Gao
    Publisher: American Society of Civil Engineers
    Abstract: Although mechanically stabilized earth (MSE) walls typically require a reinforcement length-to-wall-height ratio of 0.7, the use of short reinforcement may be inevitable in certain situations, such as building MSE walls ...
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    Stochastic Bearing Capacity and Failure Mechanism of Footings Placed Adjacent to Slopes considering the Anisotropic Spatial Variability of the Clay Undrained Strength 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024022-1
    Author(s): Haizuo Zhou; Junbo Zhang; Xiaoxuan Yu; Qichao Hu; Gang Zheng; Huajun Xu; Yipeng Shi; Yi He; Shangchuan Yang
    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 ...
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    Failure Mechanism and Bearing Capacity of Rigid Footings Placed on Top of Cohesive Soil Slopes in Spatially Random Soil 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023110-1
    Author(s): Haizuo Zhou; Yipeng Shi; Xiaoxuan Yu; Huajun Xu; Gang Zheng; Shangchuan Yang; Yi He
    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 ...
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