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    Numerical Stability Analysis of Sloped Geosynthetic Encased Stone Column Composite Foundation under Embankment Based on Equivalent Method

    Numerical Stability Analysis of Sloped Geosynthetic Encased Stone Column Composite Foundation under Embankment Based on Equivalent Method oleh Bo-Cheng Peng, Ling Zhang, Ze-Yu Xu, Peng-Lu Cui, Yang-Yang Liu

    Diterbitkan 2024-08-01
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