挡土墙后填土面为倾斜时，朗肯土压力理论应用很少。
Up to now the Rankine's earth pressure theory has not been widely used under the condition of inclined surface.
当挡土墙后填土为倾斜面粘性填土时，朗肯土压力理论应用不多。
Up to now the theory of Rankine earth pressure is not widely used in the condition of retaining walls of cohesive backfill with an inclined surface.
通过分析得出基坑半径和土体参数对基坑主动土压力的影响规律，并发现与朗肯土压力理论一致。
By analyzing the influence of the radius of pit and soil parameters to the active earth pressure distribution, it was (achieved) that the influence is identical to Rankine theory.
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