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一、考虑侧向摩阻力时的计算公式桥梁墩台基础在考虑土的弹性抗力时的分析计算中,对支立于非岩石地基的基础(包括支立于岩石风化层内和支立于风化层面上的情况)上墩台顶面水平位移的计算公式(图1)为:
First, consider the lateral friction resistance formula Bridge abutment foundation in the analysis of elastic soil resistance to consider the calculation, the support on the basis of non-rock foundations (including the branch standing in the rock weathering layer and standing in the weathering Level situation) on the pier top surface of the horizontal displacement of the formula (Figure 1) is: