... 土坑土样、土坑试样：Pit sample 土静止压力：earth pressure at rest 土基础：earth foundation ...
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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.
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