soil skeleton meaning in English
土的骨架
土壤骨架
土壤骨骼
土壤架构
Examples
- The interaction between pore water and soil skeleton including both buoyancy and seepage effects could be precisely taken into account in a fully coupled effective stress approach
完全耦合方法可以模拟孔隙水和土骨架间漂浮和渗透的相互作用。 - Based on the generalized consolidation theory of unsaturated soils , coupled analysis of deformation of soil skeleton and movement of pore water and pore air in stiff fissured clay and swelling soil were performed for a selected slope
在非饱和土广义固结理论的基础上，对某一边坡进行了变形与孔隙水、孔隙气流动的耦合分析。 - When waves propagate over the ocean surface , a sequence of wave pressure is induced on the mudline or seafloor , which causes the coupling interaction between the deformation of soil skeleton and seepage movements of porous fluid
海洋表面传播的波浪在海水-海床的交界面处施加了循环波压力，在这种循环波压力作用下，海床内土骨架的变形与孔隙流体的渗流运动相互耦合。 - The research indicate that the structured soft clay has below several characteristic , the viscous strain is produced during the stage of primary consolidation and of second consolidation , and in the prophase , the relation of stress - strain - strain rate is unique , so the form of constitutive model , such as , f ( v ' , e ) = 0 , f ( ' v , e , t ) = 0 , ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects , in addition the time - dependent strain , apparent preconsolidation pressures that depend on strain rate , and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength , the mechanics characteristic is determined by the magnitude of stress , and the compression curve is composed of several sections . by combining structural yield stress and it ' s characteristics with the improved time line model , a new one - dimensional elastic visco - plastic consolidation model is established
研究结果表明，结构性土的固结过程具有以下特性：主固结和次固结阶段都包含有因土骨架的粘滞性移动而产生的变形，而且在正常固结阶段，存在应力?应变?应变速率的唯一性， f ( _ v ， e ) = 0 、 f ( _ v ， e ， t ) = 0形式的本构关系不足以描述土骨架的变形行为；固结压缩过程中的时间效应包括三个方面的内容，除了应力应变关系与时间相关外，还包括粘滞性变形引起表观前期固结压力增加和屈服应力的应变速率效应；软土的结构性使其力学特性与应力水平相关，压缩曲线具有分段性。 - 2 ) the dynamic responses of the saturated soil are analyzed respectively when the normal incident waves from bottom boundary are p - waves and sv - waves . the responses of the soil skeleton and the pore fluid are studied , while the influences of different permeability coefficient and the surmounting loads on the dynamic responses of two - phase media are expounded
分别进行了在底边界p波与sv波垂直入射时饱和土的动力响应分析，研究了动力作用下土骨架和孔隙流体的反应，同时阐述了渗透系数和上覆荷载对两相介质动力响应的影响。