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大部分桩基在运营过程中都是承受外部竖向荷载,水平荷载及弯矩的。过去,这种桩基通常都将整个基础采用同一长度的桩进行设计和建造。同时,将所有的桩只以边排桩上作用的最大荷载进行计算,在个别情况下,只以角桩所受最大荷载,即综合同时从两个互成正交的方向上作用于基础的荷载进行计算。应该指出,目前在计算中都是非常慎重考
Most pile foundations are subjected to external vertical loads, horizontal loads and bending moments during operation. In the past, such piles have generally been designed and constructed using piles of the same length throughout the foundation. At the same time, all the piles are only calculated by the maximum load acting on the side piles. In some cases, only the maximum load on the piles is calculated, that is to say, the loads acting on the foundation from two mutually orthogonal directions simultaneously Load is calculated. It should be pointed out that the current calculation is very cautious