饱和砂土中吸力式沉箱基础的极限承载力计算方法

为了确定砂土地基中倾斜荷载作用下吸力式沉箱基础的极限抗拔承载力,利用极限包络线方法对其进行分析。基于25组模型试验得到水平、竖向以及倾斜荷载作用下吸力式沉箱基础的极限承载力,结合假定得到的水平、竖向极限承载力系数,回归分析得出:水平和竖向极限承载力系数与荷载作用点位置Z/L服从幂函数关系;随着荷载作用点位置的逐渐增大,水平承载力系数呈现出先增大后减小的趋势,竖向承载力系数逐渐增大;归一化竖向极限承载力与归一化水平极限承载力之间服从二次抛物线关系,通过求平方根的形式即可得到倾斜荷载作用下沉箱基础的极限抗拔承载力。

Ultimate bearing capacity of suction caisson in saturated sand

To obtain the ultimate bearing capacity of suction caisson under inclined load in saturated sand, the interaction failure envelop was used to analyze the bearing behavior of suction caisson. Based on the 25 model tests in sand, the ultimate capacity of suction caisson under different loading conditions was summarized. The lateral capacity factor and the vertical capacity factor were assumed to analyze the influences of the loading position, loading inclination angle on the ultimate bearing capacity. It was found that there is a power function relationship between the normalized ultimate horizontal bearing capacity and the normalized ultimate vertical bearing capacity. Thus, the ultimate inclined bearing capacity can be obtained with the loading angle between the horizontal capacity and the vertical capacity.