Mobile
Log In Sign Up
Home > english-chinese > "apparent preconsolidation pressure" in Chinese

Chinese translation for "apparent preconsolidation pressure"

(外)视预压力压密
表观先期固结压力


Related Translations:
preconsolidation settlement:  先行下沉预先下沉
apparent rate:  表面费率名义费率显效
apparent motion:  表观运动表面运动视动似动外表运动虚表运动, 视运动虚表运动,视运动
apparent half:  表现半衰期
apparent resistivity:  视电阻率视在电阻率视在电阻系数
apparent squint:  假斜视
apparent height:  视在高度虚表高度,视高度有效高度
apparent value:  表观值视值
apparent head:  视在落差虚表落差,视落差
apparent potential:  表观电位
Example Sentences:
1.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.Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
基于本文新建模型,分析论述土结构性、表观前期固结压力、再压缩系数、次固结系数、荷载增量大小、渗透系数、加荷速率、固结层厚度、自重应力随深度变化和土体成层性等对土固结的影响,比较本文模型与yin & graham模型的异同,阐述土结构性和流变性对软土固结压缩行为的影响。
Similar Words:
"apparent power (kva)" Chinese translation, "apparent power loss" Chinese translation, "apparent power measurement" Chinese translation, "apparent power meter" Chinese translation, "apparent precession" Chinese translation, "apparent pressure" Chinese translation, "apparent principal stress" Chinese translation, "apparent projection" Chinese translation, "apparent projection of blade section" Chinese translation, "apparent purity" Chinese translation