Based on the mechanism of piling, theoretical formulas of constructional parameters are derived and then applied to the practice of engineering. 从成桩工艺出发,推导出施工参数的理论公式,对工艺流程进行量化管理,并应用到工程实践中。
A theoretical formula for calculating interaction forces and the stable coefficient of individual slices under instable states was then deduced. 推导出了土坡失稳情况下,计算条间力大小及各土条稳定系数的理论公式。