根据考虑变形的朗肯土压力模型，对被动土压力折减系数进行了理论探讨。

According to Rankine earth pressure model considering deformation, the reduced coefficient of a passive earth pressure is explored theoretically.

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同时进行了被动土压力合力、作用点与库仑土压力及实测结果的分析比较。

The theoretical answers to the unit earth pressures and the resultant earth pressures on retaining wall were obtained for wall movement mode of rotation about top.

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指出沉井刃脚所受的被动土压力介于静止土压力与被动土压力极限值之间。

The value of passive earth pressure on the foot blade of open caisson varied between the value of the earth pressure at rest and the limit value of passive earth pressure.

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