Chinese translation for "固结压力"

co olidation pre ure
consolidation pressure

Related Translations:

固结固结系数:  coefficient of consolidation

固结理论:  consolidation theorytheory of consolidation

自重固结:  self consolidation

固结系数:  coeffcient of consolidationcoefficient of co olidationcoefficient of consolidationcoefficientofco olidationconsolidation coefficient

人力固结:  manual consolidation

径向固结:  radial consolidation

先期固结:  preconsolidation

固结时间:  consolidation time

固结水分:  solidified water

固结雪:  concrete snow

Example Sentences:

	1.	Pseudo - consolidation pressure 准固结压力
	2.	This model describes the post - liquefaction behavior of sand by two parts , corresponding to low - stiffness part and stiffness - recover part 该模型可考虑初始有效固结压力、相对密实度、液化度等对液化后变形特性的影响。
	3.	Based on the results , the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed 在此基础上提出了正常固结土次固结沉降量随固结压力变化的计算方法。
	4.	The magnitude of load , the pre - consolidation pressure of soil , as well as the variations of compressibility and permeability of soil , all has significant influence on the consolidation behavior 荷载的大小、先期固结压力、土体压缩性和渗透性的变化等对地基的固结性状均有明显影响。
	5.	In the process of the preloading , the shear strength of soils of foundation increased not only apparent but also structural in each filling consolidation pressure 摘要在分期堆载预压过程中，地基土在某一堆载固结压力下，其抗剪强度不仅有表观强度上增长，而且有结构强度的增长（次固结作用） 。
	6.	Based on the results of these tests , strength model and pore water pressure model have been advanced and validated . in addition , not only have the liquefaction mechanism of the soils been analysed , but also the influence of the factors on the extent of liquefaction of the saturated soils have been discussed 在总结前人工作的基础上，结合本次试验成果，分析了饱和土体的液化机理及其影响因素，主要讨论了土性条件(包括试样密度、颗粒特性、固结时间、超固结及其结构性)和初始有效固结压力的影响。
	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.	And a post - liquefaction test method has been put forward , in which the cyclic loading and the static loading courses are both controlled by stress mode . this method reflects the in - situ conditions well and truly , and a lot of tests have been done using this method . in these tests the effects of confining pressure , relative density , liquefaction severity etc . have been thoroughly investigated 主要工作内容如下：参与研制了振动扭剪全自动多功能三轴仪，并利用其独特试验功能设计了一套饱水砂土液化后特性的试验方法，试验过程中模拟地震作用的动加载过程及模拟大变形发生的静加载过程均采用应力控制的方式进行，试验方法跟现场条件更为接近并用该试验方法对相对密实度、固结压力、液化度等对液化后变形特性的影响进行了研究。
	9.	The reliability of secant modulus method is validated in which final consolidation settlement is computed . the experience formula of coefficient of permeability ( k , 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too . lt is important to modity the acquiring method of coefficient of consolidation , because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation 本文首先验证了用割线模量法计算软土地基最终固结沉降的可靠性；其次得到了渗透参数k _ ( 10 )和孔隙比e的经验关系，并且更进一步给出了渗透系数k _ ( 10 )和应变之间的经验公式，更重要的是对求取固结系数的方法给予了改进，该方法反映了固结系数随应变和应固结压力的变化规律。
	10.	It was shown that there were many factors impacting on the creep characteristics of soils , such as the initial degree of consolidation , drainage condition , load ratios and so on ; and the relationship between coefficient of secondary consolidation and consolidation pressure depended on preconsoildation pressure and load ratios in the test 结果表明：软土的蠕变特性与多种因素有关，包括土体的初始固结度、土层排水条件、加荷比等：次固结系数与固结压力的关系取决于土体的先期固结压力和试验中的加荷比。

Similar Words：

"固结系数" Chinese translation, "固结先期固结压力" Chinese translation, "固结性" Chinese translation, "固结雪" Chinese translation, "固结雪崩" Chinese translation, "固结压密（台）" Chinese translation, "固结压密度（台）" Chinese translation, "固结压缩机" Chinese translation, "固结压缩曲线" Chinese translation, "固结岩" Chinese translation