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The results of numerical simulation reveal that the resistance to liquefaction of sands increases as the angularity of particles increased, and the micro_mechanism is related to the average coordination number of sample. It also found that the numerical sand sample made from randomly mixing multiple shapes of sand can quantitatively reflect the regularity of fabric evolution of sands during liquefaction.

结果表明,颗粒棱角度越大,试样抗液化能力越强,其在细观机理上与初始平均接触数大小有关;随机混合仿真试样可以从定性角度反映实际砂土振动液化过程中的细观组构演化规律,为今后进一步的定量研究奠定了基础。

Day: Right on top of this, the stuff you scraped off to get the oil sands, the first layer of oil sands, there was a very delicate balance of spongy, boggy, scrubby trees and things, which you can't replace or which will take centuries or aeons to replace, won't it?

德:另外还有一点,你们为了采到这些油砂,会把地表的第一层油砂挖去,而这一层松软多孔易吸水,包括了沼泽、灌木丛、树木和其他物质,它们形成了一个微妙的平衡,但你根本无法替代这种平衡,或者需要几个世纪甚至永远才能恢复这种平衡,是这样吗?

You're looking at the succession plan, he said, referring to himself, Michael Leven, Las Vegas Sands president, and Steven Jacobs, chief executive of Sands China.

你看到的就是交班计划。他指的是他自己、拉斯维加斯金沙集团总裁迈克尔。利文和金沙中国行政总裁翟国成。

It will become loose when this rock is disturbed. The test result shows that, by compaction, fine sands and mid-fine sands of the rock possess the characteristics of non-expansion, weak freezeexpansion, exceedingly light perviousness and high shearing strength.

通过试验证实:细沙、中细砂经压实后,均有较好的压实性,不产生膨胀,属弱冻胀,极微透水,低压缩性,较高的抗剪强度,这些特性指标均能满足工程要求。

It will becom e loose when this rock is disturbed. The test result shows that, by compaction, fine sands and mid-fine sands of the rock possess the charac teristics of non-expansion, weak freeze-expansion, exceedingly light perviousness and high shearing strength.

通过试验证实:细沙、中细砂经压实后,均有较好的压实性,不产生膨胀,属弱冻胀,极微透水,低压缩性,较高的抗剪强度,这些特性指标均能满足工程要求。

The main achievements could be summarized as follows.1. The basic stress-strain characteristics and related physical mechanisms for sands under cyclic rotation of principal stress axes were investigated based on three kinds of drained tests including fixed principal stress axes, cyclic rotation of principal stress axes with magnitudes of principal stresses kept constant, and cyclic changes of principal stresses in both their axes and magnitudes. The main deformation behavior of sands with inherent anisotropy under cyclic rotation of principal stress axes with magnitudes of principal stresses kept constant was obtained in the following.

本文从试验研究、规律分析、数学建模和工程应用四个方面,对应力主轴循环旋转条件下砂土的变形特性进行了较为深入的研究,取得了如下主要研究成果:(1)基于对饱和砂土进行的主轴固定单调剪切、纯应力主轴循环旋转以及主应力幅值与应力主轴耦合循环变化的三类完全排水试验成果,分析和揭示了应力主轴循环旋转条件下砂土的基本变形规律,并探讨了其受力变形的内在机理。

The decreased threshold shear velocity and unsaturated sand flows at the stoss slope of the dunes resulted the erosion at the toe of the dune. Under the medium and low drifting-sand winds the sands being transported have divergence with that on the surface, the mean grain size of transported sands is lower than that on the surface and the sand transporting is a stochastic process.

起动剪切速度减小与不饱和风沙流是沙物质在横向沙丘迎风坡坡脚不能产生沉积的主要原因;再者,平均风速并不能完全反映野外实际状态下气流的性质,在低-中强度的风沙活动过程中,被输送的沙物质的粒度组成与下垫面物质有明显的差异。

By analyzing the lithology, physical property and the logging response characteristics ofthe tuffaceous sands reservoir in Xing'anling Group of Hailar Basin, this text identified thetuffaceous sands with both crossplot and probability statistical analysis, and establisheddiscriminating standards.

本文通过对海拉尔盆地兴安岭群凝灰质砂岩储层岩性、物性及测井响应特征的分析,应用测井曲线交会图和概率统计分析两种方法分别进行凝灰质砂岩的识别,并建立其识别标准。

The route of the tunnel traversed three types of soils (I - fill soil underlain by dense sands; II - fill soil underlain by heavy clays; IIIa - fill soil underlain by loose sands; and, IIIb - fill soil underlain by highly plastic clayey loams).

这条路线的隧道走过了三种类型的土壤(I-fill 密集的砂岩土;II-fill重粘土; IIIa-fill松砂土; IIIb-fill高塑性的粘性土)。

There are a number of amphiboles developed in metamorphic rocks in sands, and the oxygen isotope compositions of quartz in dune sands and similar to that of metamorphic quartz.

沙物质和岩浆岩在所含角闪石种类以及普通角闪石化学成分上的差异性明显大于相似性,说明后者为前者提供的角闪石有限。

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