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    Determination of ultimate bearing capacity of uplift piles using intact and non-intact load-displacement curve

    Based on the field destructive test of six rock-socketed piles with shallow overburden, three prediction models are used to quantitatively analyze and predict the intact load-displacement curve. The predicted ...

    Qin-ke Wang 王钦科, Jian-lin Ma 马建林, Yu-kun Ji 季雨坤… in Journal of Central South University (2022)