1) consolidation
固结性
1.
The consolidation of the sediments is poor owing to high - speed deposition and cyclial loading.
现代黄河水下三角洲沉积体系中存有许多对工程不利的软土夹层和透镜体，它们主要是由高含水、高孔隙性的粘土质粉砂和粉砂质粘土组成，由于形成时的快速沉积和波浪作用等因素，使其具有明显的欠固结性，且其固结程度随深度变化呈无规律状。
2) consolidation behavior
固结性状
1.
One-dimensional consolidation behavior of soft soil under non-monotonic compression;
软土地基一维非单调压缩固结性状分析
2.
The consolidation behavior of sand-wall ground is the key in the design of the preloading method.
砂墙地基的固结性状是砂井预压法设计分析中的重要内容。
3) over consolidation
超固结性
1.
Strength,over consolidation and compression index of expansive soil were studied by triaxial test and confined compression test,the relationship between swell-shrinking index and shear strength was set up,the influences of structural feature,mineral composition and outside factors on deformation and strength property were analyzed.
通过三轴试验与侧限压缩试验,研究了膨胀土的强度、超固结性和压缩指标;建立了胀缩指标与抗剪强度的关系,分析了膨胀土的结构特征、矿物成分及外界条件等因素对其变形和强度的影响。
4) one-dimensional consolidation behavior
一维固结性状
5) consolidation
固结
1.
One-dimensional consolidation model for landfills considering solid-liquid-gas interaction;
城市生活垃圾填埋场固液气耦合一维固结模型
2.
Experiments of waste mud purification & consolidation method;
废泥浆净化与固结方法的试验研究
3.
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain;
复杂荷载作用下考虑下卧层三维渗流的未打穿竖井地基固结分析
6) solidification
固结
1.
The mechanism of underground solidification and induration of cement clay grout is emphatically discussed and tested and vertified in engineering.
简要介绍了高压喷射灌浆新技术的原理，重点论述了水泥粘土浆在地下的固结与硬化机理，并以工程实践作了验证。
参考词条
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。