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由单桩的沉降机理导出一种计算软土地基单桩沉降的半理论半经验方法,并根据实测资料的回归、拟合确定经验系数。通过与实测单桩沉降数据的比较,表明该方法的可行性。
A semi-theoretical semi-empirical method for calculating the settlement of a single pile on soft soil foundation is derived from the settlement mechanism of a single pile, and empirical coefficients are determined based on the regression and fitting of measured data. Compared with the measured settlement data of single pile, the feasibility of this method is shown.