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    Limit Analysis of the Transient Stability of Slopes During Pile Driving with Nonlinear Failure Criterion

    The transient stability of slopes during pile driving at the slope crest was analyzed using the upper-bound limit analysis method based on a nonlinear failure criterion. The pile-driving force was regarded as ...

    Junwei Zhao, Yunwei Shi, Qingsheng Chen in Proceedings of GeoShanghai 2018 Internatio… (2018)