适当范围内对静止土压力系数进行的不同取值，对挡墙的水平位移的影响可达20%左右。
When the coefficient of soil pressure at-rest varies in proper range, the influence on the horizontal displacement of the excavation can reach 20%.
深部土静止土压力的计算与预测是煤矿深井建设设计与施工中的理论与技术难题之一。
One of the theoretical and technical puzzle of deep coal mine design and construction is the computation and prediction of static earth pressure.
分析结果表明，伴随静止土压力系数的增大，挡墙的内力也随之增大，但挡墙位移却相应减小。
The results show that the force of the retaining wall will increase but the displacement of the retaining wall will decrease with increasing of the coefficient of soil pressure at-rest.
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.
土体从静止到极限状态是一个渐变的过程，土压力同时受到挡土墙位移模式和位移大小的影响。
The process of soil behind retaining wall changing from resting state to limit state is gradual. The earth pressure is influenced by both the displacement size and displacement modes.
在大多情况下，挡土墙的侧向位移很小，挡土墙受到的土压力实际上处于静止土压力与极限土压力之间。
In most cases, the lateral displacement of the retaining wall is very small, earth pressure in practice mostly locates between static earth pressure and ultimate earth pressure.
在满足一般力学原理和临界状态土力学理论的基础上 ，本文将亚塑性理论与临界状态土力学相结合 ，推出了一个计算无粘性土静止土压力系数的理论公式 。
The concept of introducing critical repeated stress level into the Carter Model is expounded based on the critical state soil mechanics; and the Carter Model is modified.
在满足一般力学原理和临界状态土力学理论的基础上 ，本文将亚塑性理论与临界状态土力学相结合 ，推出了一个计算无粘性土静止土压力系数的理论公式 。
The concept of introducing critical repeated stress level into the Carter Model is expounded based on the critical state soil mechanics; and the Carter Model is modified.
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