consolidation stress meaning in Chinese
固结应力
Examples
- Influence of stress paths and consolidation stress ratios on soil ' s deformation characteristics
应力路径对基坑工程变形的影响 - By the studying to some computing methods of intensity growth , the result is the effective consolidation stress theory is more normally
本文对强度增长的几种计算方法做了讨论分析，得出有效固结应力法较为符合工程实际的结论。 - 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。 - The results indicate that stress - strain curves with different water contents , consolidation stresses and stress paths are evidently dissimilar , which are correspondingly described with softening elastic - plastic model , ideal elastic - plastic model and hyperbolic elastic model
研究表明，原状黄土含水量不同、固结围压不同、应力路径不同、应力应变曲线亦显著不同，可以由软化弹塑性模型、理想弹塑性模型或双曲线弹性模型描述。 - The researches of dynamic behavior and liquefaction potential of saturated sands have been further . however , more and more macroscopic liquefaction phenomena and experimental investigations show that different depositional environments lead to different structure of soils , while the influence of structure property of soils on liquefaction resistance is no less than that of density and consolidation stress and so on . ancient alluvial flat deposits , namely recently deposited soils , are easier liquefaction during earthquake
对于一般饱和砂土的动力特性和液化势的研究已比较深入，然而，愈益增多的宏观现象和试验研究表明，由于土的沉积环境不同而导致土的结构性的差异，而土的结构性对抗液化能力的影响并不亚于密度、固结压力等因素，古河漫滩堆积物即新近沉积土在地震当中更容易液化。