Chinese translation for "正常固结"
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- normal consolidation
Related Translations:
固结固结系数: coefficient of consolidation 固结理论: consolidation theorytheory of 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
- Example Sentences:
| 1. | Normally consolidated soil
正常固结土 | | 2. | Comparison of characteristics between normal consolidated soil and over - consolidated soil
正常固结土与超固结土主要力学特性的比较 | | 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 results were as follows : for the over - consolidated soils , coefficient of the secondary consolidation increased with load ; for normal - consolidated soils , it decreased with load
结果表明：对超固结土，次压缩系数随荷载增大而增大；对正常固结土，次压缩系数随荷载增大而减小。 | | 5. | The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion , and some rules were concluded and analyzed
本文对次固结变形与荷载的关系进行了较详细的探讨，并着重研究了正常固结土的次固结特性，且对其规律进行了总结和分析。 | | 6. | 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。 | | 7. | The model can be used to satruated structural k0 normally consolidated clay . we can describe initial anisotropy ( k0 - consolidation ) by hardening differently , describe the structure of saturated structural k0 - consolidated loess , and describe the dilatancy . we can describe the main mechanical behaviours of saturated structural k0 - consolidated loess well by the model
本文模型能较好地适用于初始状态为k _ 0固结状态的正常固结或弱超固结饱和结构性土，描述了初始应力各向异性(如k _ 0固结)的不等向塑性体变硬化，描述了饱和结构性k _ 0固结黄土的结构性，描述了剪缩性。 |
- Similar Words：
- "正常骨髓提取物" Chinese translation, "正常谷" Chinese translation, "正常股利" Chinese translation, "正常股息" Chinese translation, "正常故障率" Chinese translation, "正常固结土" Chinese translation, "正常固结线" Chinese translation, "正常固结作用" Chinese translation, "正常固守" Chinese translation, "正常关闭时间" Chinese translation
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