【摘要】 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。更多还原

【Abstract】 A half-empirical method for settlement of single pile is suggested. This method is proceeded from the mechanism about settlement of single pile and based on the regression analysis of pile tests’ datum. Being compared with the actual field measurement.,it shows that this method is feasible.更多还原