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1)  consolidation deformation properties
固结变形特性
1.
The special consolidation deformation properties result in the engineering mechanics of "hard on top and soft underneath".
特殊的固结变形特性导致红粘土层形成上硬下软的工程特性,这种特性将对地基变形和边坡稳定产生不良影响,对此提出加固方法和措施。
2)  consolidation deformation
固结变形
1.
Calculation of consolidation deformation of saturated stratum under dynamic compaction loading;
强夯荷载作用瞬间饱和土层固结变形计算
2.
Application of triaxial digital image processing technique to consolidation deformation of unsaturated remolded loess
基于图像测量技术的非饱和黄土固结变形试验研究
3.
The relevant experiment parameters to one-dimension consolidation deformation are analyzed systematically.
通过对原状土样及重塑土样的一维固结及渗透试验分析,对一维固结变形理论中的有关试验参数进了系统试验分析。
3)  consolidation [英][kən,sɔli'deiʃən]  [美][kən,sɑlə'deʃən]
固结变形
1.
A calculating method of soil consolidation is put forward, based on constitutive relation of rheology.
该文在给出反映土体固结流变性的本构方程基础上 ,提出一种高速公路软基土体固结变形的数值计算方法。
2.
Based on analyzing mechanical behaviour and microstructure of marine soft soils under one dimensional consolidation-creep tests, a new mode of structure evolution under loading of marine soft soil is suggested.
基于海积软土一维固结蠕变的宏观力学性状与微观结构定量分析相结合的方法 ,提出了软土在外荷作用下微观结构的演变模式 ,由此建议了一个含结构参数的固结变形本构关系。
3.
In order to avoid these results,red clay deformation characteristics were studied in 3 aspects,such as stress-strain relation,consolidation deformation and swe.
武广客运专线武汉至韶关段分布有长达100 km的红黏土路段,红黏土的变形特性可能对路基变形和边坡稳定产生不良影响,为避免施工后的路基边坡失稳和不均匀沉降等灾害,对红黏土的变形特性,从红黏土的应力-应变关系、固结变形和胀缩变形3个方面进行研究,提出控制红黏土的变形措施及改善其工程特性的方法。
4)  consolidation characteristic
固结特性
1.
According to the experimental information, the plane strain FEM based on the Biot consolidation theory, which based on the linear-elastic model, has been used to research the consolidation characteristic for the three kinds of strengthening methods.
根据试验段资料,借助比奥固结有限元基于线弹性模型,对三种预压方法的固结特性进行了研究;并将基于邓肯—张非线性弹性模型的数值解与实测值进行了比较。
2.
In order to search after its applying to expressway roadbed improvement, this paper studied consolidation characteristic and distortion law hi soft soil under positive and negative action, introducing parse explain and numerical calculation theory.
为探索适用于高速公路的真空堆载联合预压法的应用效果,本文详细研究了正负压共同作用下土体的固结特性和变形机理,介绍了有关真空预压的解析解及有限元数值计算理论。
5)  large strain consolidation
大变形固结
1.
Modeling and experimental study of one-dimensional large strain consolidation of soft soil under multi-layer vacuum preloading;
分层真空预压软土地基一维大变形固结模型及试验研究
2.
GA for parameters estimation of large strain consolidation computation of soft soil;
软土大变形固结计算中参数识别的遗传算法
6)  large-strain consolidation
大变形固结
1.
he equations governing the large-strain consolidation of saturated soil have been developed in matrix form with material description method in this paper.
本文用物质描述方法,给出了饱和土大变形固结控制方程的矩阵形式。
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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