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Aeolian process of the loess is still going on nowadays.

黄土的风成过程目前仍在进行。

The bounding surface model and the generalized plasticity model are used to predict this behaviour.

对此给出了试验结果,并尝试用边界面及广义塑性模型来预测黄土的软化及液化现象。

And then, comprehensively analysis the collapsibility of the loess-like soil in Harbin area.

然后对哈尔滨地区类黄土的湿陷特性和压缩特性进行综合分析。

It is concluded that the method of lime-soil compaction pile to treat collapsible loess can improve the engineering properties of soils, eliminate collapsibility and enhance the bearing capacity of foundation, which can be changed with the space between piles.

试验结果表明,利用灰土挤密桩对湿陷性黄土地基进行处理,能有效地改善桩间土的物理力学特性,并随布桩间距的不同而得到不同的挤密效果,消除黄土的湿陷性,较大幅度地提高地基承载力。

F. von Richthofen was a famous geologist from Germany, having numerously contributed to the studies of loess in Europe and in China.

李希霍芬是19世纪德国著名的地质学家,对欧洲和中国黄土的研究工作,以及后来的黄土研究有著深刻影响,其学术思想在地球系统科学研究的时代依然有重要的现实意义。

Based on the present research results, a method to establish the constitutive law for collapsible deformation is proposed by studding the collapsible loess in Lanzhou....

本文在对兰州地区湿陷性黄土的湿陷变形的研究,在已有研究成果的基础上,建议了一种建立黄土湿陷变形本构关系的方法。

Secondly, by the analysis of influencing factors of collapsibility of loessal foundation, results indicated that at the basis of the grey incidence analysis on influencing factors of collapsibility of loessal foundation,the void ratio is the superior and steadily influencing factor of collapsibility at all events and other influencing factors will have different degree of influence according to the specific conditions of loess foundation.

通过分析影响黄土湿陷性变形的因素,对于湿陷变形因素的关联分析,可以看出土性指标对湿陷性的影响程度,孔隙比的影响比较突出,基本上可以认为是在土性指标对湿陷性的影响程度中最大的,其它指标会因土质含量、黄土的类型不同而影响各异。总之,本文应用灰色系统理论的关联分析法对应用广泛的工程实用模型变形计算方法做一些因素分析、进行反思,同时证明了弦线模量法计算沉降是值得大力推广的,弦线模量法计算沉降在将来的工程实践中必将带来更为可观的社会经济效益。

The main distribution area of loess is also the area of macroseism,which, in the history, the big earthquake has happened and initiated the massive loess liquefication and landslide, created seriously earthquake disaster .

黄土的主要分布区也是强震的多发区,历史上曾发生过多次大地震,引发了大面积的黄土液化和滑坡,造成了严重震害。

That is using the dynamic torsional shear apparatus, the tests of dynamic strength, dynamic modulus and damping ratio of Yangling unsaturated intact loess are carried out by using torsional cyclic load triaxial apparatus under different moisture condition, and the pore water pressure and pore air pressure of unsaturated intact loess are measured in testing process, as well as the obvious regularity are acquired from the study results.

将该方法应用于对杨凌非饱和黄土在不同湿度条件下进行了动强度及动模量和阻尼比试验,试验过程中实现了对非饱和黄土的孔隙水压力和孔隙气压力的动态测量,试验结果取得了比较明显的规律性。

The compressibility of single-line method is smaller than that of double-line method for lower initial moisture content, and is larger than that of double-line method for higher initial moisture content.

根据试验结果,总结出了黄土的压缩变形随饱和度变化的规律,发现无论单线法还是双线法,黄土的压缩性均随增湿而提高,随减湿而降低。

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