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Home > chinese-english > "主固结" in English

English translation for "主固结"

primary co olidation
primary consolidation


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.The settlement of soft soil includes main consolidation settlement and minor consolidation settlement
软土沉降包括主固结沉降和次固结沉降,主次固结同时发生。
2.It also can be draw the formula of residual primary consolidation and consolidation speed with above basic formula
利用上述基本公式亦可导出剩余主固结量、主固结速率等计算式。
3.Based on it , the concept and calculation formula of secondary primary settlement ratio were put forward , which can determine the ratio of secondary consolidation settlement and primary consolidation settlement
提出了“次主沉降比”的概念和计算式,采用次主沉降比来确定次固结沉降与主固结沉降的比例。
4.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。
5.Although the loading is little and the settlement completes quickly , in the littoral , because of deep soft soil , after the completion of main consolidation , there is also existed long term minor consolidation
虽然填土堆载较小,沉降完成时间较快,但是在沿海地区,由于其下部软土较厚,在主固结完成之后,还将产生“漫长”的蠕变沉降。
6.This coupling action between the rheology of soil and the dissipation of excess pore pressure demonstrates that it is not reasonable to factitiously divide the process of consolidation into two independent ones , i . e . primary consolidation and secondary consolidation
这种耦合作用说明了把固结过程人为地划分成主固结和次固结两个相对独立的过程是欠合理的。
7.The algorithmic difference compared with the traditional one is that this arithmetic is independent of pre - load ( consolidation stress ) and can calculate the primary consolidation effect and assess the unloading feasibility straightforwardly
与传统的算法不一样的地方是这些算法与预压荷载(即固结应力)无关系,直接计算出主固结的效果及评价预压排水固结地基处理卸载的可行性。
8.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。
9.Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature , i . e . , study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course , utilizing the basic property index of clay , then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ) , absolute primary consolidation , as well as absolute consolidation degree
摘要对饱水软粘土的预压排水主固结研究应从其排水的本质出发,即从软土在预压过程的含水量变化上研究主固结量的变化规律,利用土的基本性质指标导出主固结比基本公式及主固结量(沉降量) 、绝对主固结量、绝对固结度等理论计算方法。
Similar Words:
"主顾,(经常性的)" English translation, "主顾常临" English translation, "主顾关系" English translation, "主固定站" English translation, "主固定支架" English translation, "主关风机" English translation, "主关键词" English translation, "主关键字" English translation, "主关键字变形字数据集" English translation, "主关键字索引" English translation