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1)  reconsolidation
再固结
1.
Study on reconsolidation characteristics of saturated soils;
饱和土体再固结变形特性若干问题研究
2.
Based on the theory of plain strain cylindrical cavity expansion in infinite soil and the theory of Biot consolidation, both the process of pile driven and the process of soil s reconsolidation around the driven pile are discussed, in which Modified Cam Clay model is employed.
以无限土体平面应变圆柱形小孔扩张理论为基础,结合Biot固结理论,采用修正的剑桥土体模型,对打桩过程及打桩后桩周土的再固结过程进行了有限元分析。
3.
As more and more underground projects are constructed, the surrounding soil is unavoidable to be disturbed, then it results in the reconsolidation settlement of the disturbed soil.
地下工程活动日益频繁,规模也不断加大,对周围土体的扰动是不可避免的,由此带来的结果是土体的变形和位移,而再固结沉降就是其中一个重要部分。
2)  reconsolidation potential
再固结势
3)  solid solution and recrystallize treatment
固溶再结晶
1.
The results show that the 7A04 aluminum alloy obtains the optimal combination of strength and ductility in such solid solution and recrystallize treatment:470℃ 5 min+480℃ 12 min, the contradiction on dissolution of overageing phases and growth of new g.
采用力学性能检测、金相组织观察和能谱分析,试验研究了超塑预处理(SPPT)中固溶再结晶工艺对7A04铝合金组织和力学性能的影响。
4)  reconsolidation settlement
再固结沉降
1.
Because of soil squeezing effect and excess pore water pressur,reconsolidation settlement will occur around soil compaction piles in saturated soft clay during pile driving.
位于饱和软粘土地基中的挤土桩,由于沉桩过程中地基土产生挤土效应及超静孔隙水压力,同时随着超静孔隙水压力的消散,桩周地基土产生再固结沉降。
2.
Based on site measurement, analysis is made of the ground loss and surface settlement of the embankment, and the reconsolidation settlement of the disturbed soil.
本文以该工程的实测沉降为依据,分析了顶管施工过程中所产生的地层损失和堤面沉降,分析了受扰动土体的再固结沉降。
5)  reconsolidation volumetric strain
再固结体变
1.
An experimental study on the reconsolidation volumetric behavior of saturated sand soil after dynamic loading shows that good correlativity exists between the reconsolidation volumetric strain, the excess pore water pressure, and the maximal shear strain induced by dynamic loading, and that the initial effective consolidation pressure has a great effect on the reconsolidation volumetric strain.
通过对饱水砂土动加载后的再固结体变特性试验研究,发现动加载后的再固结体变不仅与动加载引起的超孔隙水压力、动加载引起的土体最大剪应变有较好的相关性,而且试样的初始有效固结压力对它也有较大的影响。
6)  solid state recrystallization
固态再结晶
补充资料:固结
1.牢固团结。 2.凝结;郁结。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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