English translation for "soil skeleton"
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- 土的骨架
土壤骨架
土壤骨骼
土壤架构
Related Translations:
- Example Sentences:
| 1. | 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。 | | 2. | 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。 | | 3. | 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。 | | 4. | 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。 | | 5. | 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。 | | 6. | They include compiling a computer program which permits to incorporate various constitutive relation of soil skeleton , dilatancy , stiffness deterioration etc . comparative studies are made for various cases of soil stiffness , resistance of percolation , drain condition on boundary , loading form , constitutive relation , and stratification
通过计算对各种土壤刚度、渗透条件、边界透水条件、荷载形式、本构关系和不均匀性等情况做了比较研究，发现了一些新规律和新现象。并对它们做了一些讨论和分析。 | | 7. | Depending on the numerical model proposed , the effect of accelerations of soil skeleton and porous fluid on the dynamic response of elastic seabed is examined . it is possible that the amplitudes of effective stresses in large - thickness seabed to high - frequency waves would be underestimated in some regions if the accelerations were overlooked . the responses of layered seabed , seabed with gentle slope and the seabed unde
根据所提出的广义blot固结理论计算模型，通过线性数值分析考察了加速度项对海床动力响应的影响范围及影响程度，指出对于高频波浪下的大厚度弹性海床，忽略加速度项可能低估某些范围内的有效应力幅值，而传统的加速度作用判别准则并不总是成立的。 |
- Similar Words：
- "soil shovel" English translation, "soil shredder" English translation, "soil shrinkage" English translation, "soil sickness" English translation, "soil sieve" English translation, "soil slide" English translation, "soil sliding" English translation, "soil sliding length" English translation, "soil sliding path" English translation, "soil slip" English translation
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