The thorough analysis of engineering geological characteristics and the exact evaluation of collapsibility of loess related to zhengzhou-xi 'an passenger dedicated line.
深入进行了郑西客运专线黄土工程地质特性分析与湿陷性评价。
The judgment of the collapsibility of loess and its application in engineering are discussed, and the author's own proposals and views are proposed, which have some reference value.
本文就黄土湿陷试验在湿陷类别的判定及其工程中的应用进行深入的探讨，提出了自己的建议和看法，具有一定的参考价值。
Dense degree of soil around lime soil compaction piles in huge thickness and serious collapsibility loess ground is investigated with experiments.
对超厚度强湿陷性黄土地基应用(灰)土挤密桩桩周土体密实度变化规律进行试验研究。
Loess has the characteristics of structural properties, such as incomplete consolidation, collapsibility; and the multi-arch tunnel of highway has complex excavation steps and structure stress.
由于黄土具有结构性、欠压密性和土结构性受损易发生湿陷等特性，再加上会路连拱隧道施工开挖工序多，结构受力复杂。
The paper introduces some treatments of small bridge-culvert foundation at collapsibility loess section of Fu-Chao Freeway.
本文介绍阜朝高速公路湿陷性黄土段小桥涵地基处治的一些方法。
This paper expounds the origin and foundation evaluation of loess collapsibility, and puts forward some treatment measures.
论述了黄土湿陷性的成因及其地基评价，并提出了处理措施。
The collapsibility analysis and mathematical models were established on the basis of the collapsibility mechanism of loess.
根据黄土的湿陷机理，建立了湿陷性分析模型及数学模型。
So it is quite important to study the mechanism of loess collapsibility, and discuss the disposal methods and technique measures of collapsible loess roadbed.
因此对黄土的湿陷性机理进行试验研究，探讨湿陷性黄土作为公路路基的处理方法和技术措施，显得尤为重要。
This paper discusses the mechanism of loess collapsibility, studied the treatment methods of collapsible loess foundation.
本文探讨了黄土湿陷的机理，研究了湿陷性黄土地基处理方法。
For 4 regions, Natural water content is the biggest for the individual collapsibility strength of loess collapsibility.
指出对于四个地区来说，天然含水量对黄土湿陷性的单项湿陷强度是最大的。
The method of synthetical evaluation for collapsibility loess under the effect of time, pressure and moisture was offered.
提供了在时间、含水量及压力等因素共同作用下，对黄土湿陷性进行综合评价的方法。
On the basis of the results obtained, the geotechnical properties of loess, especially its collapsibility are analyzed.
在这些试验所获结果基础上，分析了黄土的岩土力学性质，尤其是黄土的湿陷性。
This paper presents a method for assessment of loess collapsibility using the data mining technology.
提出了用数据挖掘中的预测技术进行黄土湿陷性评价。
This dissertation, through experiment on modulus of resilience and collapsibility, analyses the effect of dry density, moisture and thixotropy on the deformation characteristic of loess;
通过对室内击实制备的不同状态的黄土样进行回弹模量、湿陷等试验，分析了干密度、含水量、触变龄期等对黄土变形特性的影响；
Here by, the authors conclude that loess collapsibility has character of multilevel.
据此，作者认为黄土可以不是一次完成浸水湿陷，具多级湿陷特性。
Part3: dynamic compaction treating collapsibility loess foundation and the appraisement of consolidate effect.
第四部分强夯加固填土地基及加固效果评价；
Part3: dynamic compaction treating collapsibility loess foundation and the appraisement of consolidate effect.
第四部分强夯加固填土地基及加固效果评价；
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