From the condition of acceptability, the calculation of lateral earth pressure, and the checking computation of anti-sliding stability, etc.
从适用条件、侧向土压力计算、抗滑移稳定验算等几个方面探讨了扶壁式钢筋混凝土挡土墙的设计。
And make out the program to obtain bending moment, shear force and lateral earth pressure of piles based on measured bending moment through model tests.
并且编制由实测弯矩推桩身弯矩函数，桩身剪力，土压力的程序。
The result involves the earth pressure on the top of culvert, the lateral earth pressure and the displacement of the earth with the different height of backfill.
涵顶垂直土压力系数随回填土高度的变化为先增后减的趋势； 填土中最大位移点随填土高度而变等。
It would produce the moment deflecting from the outer edge of base and decrease the foundation ultimate bearing capacity because the paper considered the lateral earth pressure.
这是因为考虑了土体间侧向土压力，必然会产生一向基础外缘偏转的力矩，从而一定程度上降低了地基极限承载力。
The modified horizontal layer analysis method of active pressure was used to calculate lateral earth pressures, total lateral forces and the applied points under different rotating angles.
采用改进的水平层分析法计算各转角下的土压力分布，并得到土压力合力大小及其作用点的计算公式。
Vertical live loads include all vertical live loads other than dead loads. Lateral live loads are external forces due to the action of wind, earth, and hydrostatic pressure.
除了恒载以外的所有竖向荷载都可算是竖直活荷载。侧向活荷载是由于风压、土压和静水压力作用引起的外力。
These opposite effects may lead to additional lateral pressure and make active earth pressure of soft soil bigger than the theoretical value.
在土钉-排桩复合结构中，土钉的加固机理使软土主动土压力减小，而土钉的锚拉作用又可能使软土产生附加侧压力。
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。
A great deal of evidence has indicated that deep-thick bedded clay has engineering properties which are high earth pressure, non-frozen, distinct plastic deformation, great lateral resistance.
综合大量事实，本文指出表土深部的厚粘土层存在着地压高、不冻结、塑性变形显著、摩擦阻力大等工程特性。
A great deal of evidence has indicated that deep-thick bedded clay has engineering properties which are high earth pressure, non-frozen, distinct plastic deformation, great lateral resistance.
综合大量事实，本文指出表土深部的厚粘土层存在着地压高、不冻结、塑性变形显著、摩擦阻力大等工程特性。
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