这有助于更深地理解超静定结构相关内容，也可以进一步了解单位荷载法的应用。
It is helpful to understand more deeply the contents associated with the statically indeterminate structure, and know better the application of the unit load method.
与常规陆上荷载不同，波压力不仅是外加的循环表面力，而且是海床表面的超静孔隙水压力边界条件。
Different from cyclic loading acted on onshore foundation, the wave pressure plays double roles as: the surface loading imposed on the mudline and the boundary condition of excess pore pressure.
当绕射过程完成时，作用于正面和背面的超压荷载基本上相等。
When the diffraction process is completed the overpressure loading on the front and back faces are essentially equal.
受侧向荷载作用的金属膜常被用作压力装置的超压防护或实现某些特定的开关操作。
Metallic membranes under lateral pressure are widely used to protect equipments from the danger of overpressure or to accomplish some particular switch operation.
通途路原设计荷载为汽-超20、挂车-100，要拓宽、改建成设计荷载为城-A级。
When being widened and rebuilded, the designing load of Tongtu road was changed from former load(Truck-Load over 20 and trailer 100)to be class city-A.
根据算例，研究了在周期荷载作用下，地基中的超静孔隙水压力、位移的幅值随动力渗透系数变化的一般规律。
Finally, the influence induced by variation of dynamic coefficient of permeability on soil displacement and stress under harmonic vibration load is investigated.
通过虚功原理和单位荷载法分析了均布荷载作用下一次超静定梁的弹塑性加载及变形过程。
By using of virtual work principle and the unit-load method, the elastic-plastic process of loading and deflection of a beam with one degree of indeterminacy under an even load is analyzed.
本文利用动力三轴仪模拟列车荷载作用下铁路路堑中超固结粘性土的受力情况。 研究了在列车荷载作用下该土的动应力与动应变的关系及轴向永久变形的若干规律。
This paper discusses the stress conditions of the overconsolidation cohesive soils cut out of the railway under the load of a moving train simulated through applied dynamic triaxial apparatus.
该文利用LS - DYNA软件，采用ALE方法，对城市复杂环境中爆炸波的传播规律与超压荷载进行了数值模拟和分析。
Propagation law and overpressure load of blast wave in urban complex environment are simulated and analyzed using LS-DYNA3D software and the ALE method.
超固结比对条形地基临界荷载的影响较小。
The influence of over-consolidation ratio on the critical bearing capacity for strip foundation is less significant.
超固结比对条形地基临界荷载的影响较小。
The influence of over-consolidation ratio on the critical bearing capacity for strip foundation is less significant.
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