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桩基竖向承载力的计算基于以下规范:NAVFAC DM 7.2, Foundation and Earth Structures, U.S. Department of the Navy 1984。该规范对桩基竖向承载力的计算进行了详细地说明。竖向承载力由桩端阻力Rb和桩侧摩阻力Rs组成。
对于无黏性土中的桩基,软件将考虑临界深度的影响。