Chinese translation for "土骨架"

soilskeleton

Related Translations:

钢筋骨架:  cage of reinforcementframework of steel reinforcementreinforcement cagereinforcing cage

钢筋混凝土骨架:  reinforced concrete skeleton frame

骨架蛋白:  skelemin

骨架礁:  framework reef

纵骨架:  longitudinal frame

坚实骨架:  rigid matrix

骨架动画:  skeletal animation

砾石骨架:  gravel framework

膜骨架:  membrane associated cytoskeleton

铁质骨架:  ferrous skeleton

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.	The main consolidation and minor consolidation happen at the same time . the main consolidation equels to viscoelastic settlement , and the minor consolidation includes viscoplastic settlement and viscoelastic settlement 主固结沉降属粘弹性沉降，次固结沉降则包括粘弹性沉降和土骨架屈服所产生的粘塑性沉降。
	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.	Abstract : by combining percolation mechanics and with the elastoplasticity mechanics and considering the interactions of natural gas and rock body framework & nbsp ; the authors established the fluid ? solid coupled mathematical model and provided the numerical solution 文摘:将渗流力学与弹塑性力学相结合,考虑天然气和岩土骨架之间的相互作用,建立天然气流固耦合渗流数学模型,并给出其数值解。
	5.	Based on biot ' s consolidation and simplified sea - bed to two dimensional sea - bed , numerical simulation about the response of sea bed to waves is developed . the assumption was wielding , such as linear wave loading , linear elastic skeleton of soil and darcy ' s law flow 本文选用了基于biot固结理论，将海床进行二维简化的情况下海床对波浪响应的数学模型，在模型中采用下列假定：线性波浪作用，线弹性土骨架，孔隙流体的流动满足达西定律。
	6.	Treating the soil as a two - phase mixture and considering the interactive influence of seepage and solid deformation , this paper analyzes the dynamic impedance of group piles in layered saturated porous media by indirect boundary element method and investigates the effects of pore fluid in saturated soils on dynamic impedance of piles 摘要将饱水软土地基视为两相介质，考虑水的渗流和土骨架变形的耦合作用，用间接边界元法分析层状饱水软土地基中横向受荷群桩动力阻抗，探讨饱和土中孔隙流体对饱和土中横向受荷群桩动力阻抗的影响。
	7.	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。
	8.	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。
	9.	And the explicit finite difference method , the combining method of the central difference method and newmark s constant average acceleration method , and the transmitting boundary are used . by comparing the acceleration determined by the several methods of the displacements or velocities , a computing method of acceleration employed the one side difference of velocity is more practicality in this research . corresponding to normal incidence of the body waves , p waves or svwaves , and rayleigh surface waves , two two - dimensional finite difference programs are compiled to compu te the dynamic response of two - phase media 以土力学模型为基础，利用以土骨架和孔隙流体的四个位移为基本未知量的数值方法去模拟二维饱水介质中的地震波传播，采用了显式差分方法(中心差分法和newmark常平均加速度法结合)和透射边界，通过比较利用几种差分格式求解的加速度结果，发现一种用速度单边差分求解加速度的方法在本文研究中较为实用，分别编制了体波( p波或sv波) 、 rayleigh面波输入时求解两相介质动力响应的两个二维数值分析程序。

Similar Words：

"土拱压力" Chinese translation, "土共同作用分析" Chinese translation, "土沟" Chinese translation, "土古尔" Chinese translation, "土古鼠" Chinese translation, "土谷" Chinese translation, "土固特路" Chinese translation, "土瓜" Chinese translation, "土瓜狼毒" Chinese translation, "土瓜坪" Chinese translation