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Aiming at this problem, we have carried out an experiment on seepage properties for mudstone and argillaceous rock, showed the test result, and analyzed the reason why both the β-factor and the acceleration coefficient are negative. In addition, mistakes often made by some researchers about positive or negative signs before the non-Darcy β-factor were pointed out.

指出一些文献在引用Forchheimer关系时出现的非Darcy流β因子前正负号的错误,给出了非Darcy流β因子和加速度系数出现负值的泥岩和砂质泥岩试样全应力-应变过程中渗透特性试验结果,并对其原因进行了粗浅的分析。

Thirdly, surrounding rock deformation and failure process of layered rock mass in high geo-stress was reappeared through the physical models with different dip angle of rock stratum, and the stress change and failure discipline in the direction of vertical to bedding plane was definitely determined.

根据共和隧道砂质页岩的力学性质,运用相似理论,构筑不同倾角层状岩体的物理模型,研究了高应力条件下层状岩体围岩应力变化及变形破坏过程特征,确定了层状岩体在垂直于层面方向上围岩应力变化规律及破坏形态,揭示了深埋隧道层状岩体的破坏机理;物理模型实验研究得到的围岩应力变化规律及破坏特征与数值模拟分析的结果基本一致,同时也验证了横观各向同性弹塑性本构模型的正确性。

Particular configurations on bedding planes and on the surface perpendicular to the bedding planes lead to different explanations for the genesis of these silty dykes:(1) they are considered as the oldest trace fossils of metazoan according to the spindle-crack of siltstones on the bedding plane and the sand-filling tube configurations on the surface perpendicular to the bedding plane;(2) they are considered as the liquefied sand-veins induced by earthquake according to the sinuous configuration of siltstone dykes on the surface perpendicular to the bedding plane and the obvious liquation feature.

由于该粉砂岩岩墙在层面上和层内具有特别的形态,因而对其成因具有多种解释:在层面上呈纺锤状粉砂岩裂缝以及在层内呈砂质充填管形态,从而被认为是最古老的后生动物遗迹化石;在层内呈弯弯曲曲的粉砂岩岩墙以及明显的流体化作用特点,所以又被解释为地震振荡作用形成的液化砂岩脉。

Finally, selecting group classification data of fracture rock and gritstone stratum in the real grouting project, a part of them was used to train set of SVM, and others were used to check the classification effect.

最后,选取大理岩石和砂质板岩地层的部分灌浆实验数据样本建立灌浆地层的分类模型,用其他未训练的同分布的新数据进行地层识别验证。

The feature of earth chemistry of volcanic rock in Xiangshan Group reflects that it belongs to the series of oceanic tholeiite in oceanic spreading tectonic environment.

结果 香山群的时代划归为中晚寒武世较合适;香山群主体是一套由板岩、细、粉砂岩和砂岩组成的浊积岩系,其砂岩类型主要是长石石英砂岩、细粒石英砂岩和粉砂质石英砂岩,前寒武纪变沉积岩和花岗片麻岩为主要碎屑来源和物源区组成;砂岩的岩石地球化学特征指示香山群属发育在被动大陆边缘斜坡环境中的沉积物,火山岩岩石地球化学特征反映其应属大洋扩张构造环境下的大洋拉斑玄武岩系列。

Based on the analysis of chemical composition,mineral composition and the spectral absorption characteristics of different lithostratigraphic units,the Relative Absorption BandDepthand the bandsratio method were adopted to process ASTER VisibleNear Infraredand ShortwaveInfraredmultispectral data from the east Kalpin Uplift,southwest Tian Shan. Limestone,dolomite,sandstone,blueschist/greenschist and psammitic schist/pelitic schist,in the study area were well discriminated.

基于新疆天山西南缘柯坪隆起东部不同地层单元岩石的化学组成和矿物成份以及VNIRSWIR谱域光谱吸收特征的分析,我们采用相关吸收波段深度和波段比值方法对研究区的多光谱遥感数据进行图像处理,有效区分和识别了白云岩、石灰岩、砂岩以及阿克苏群的蓝片岩—绿片岩和砂质片岩。

The column experiments on sandy loam and loam showed (water content from oven-dry to saturation) that different Ts/Ta values lead to water content deviation 0.001?

用烘干至饱和含水量的砂质壤土和壤土的土柱试验结果表明,选用不同的Ts/Ta值,引起的含水量偏差分别为0.001?

The reasons of the silty mudstone disintegration are the expansion of water, the dissolution of cement, the tension stress and the tensile stress caused by dry-wet cycle of the rock.

粉砂质泥岩的崩解是由岩石浸水膨胀、胶结物溶解和干湿循环产生的拉应力与张应力共同引起的。

The dynamic response of the large crosssection shallow tunnels in new sand loess under viscouselastic boundary is calculated by means of transient dynamic FEM so as to find out the weak points of the lining and the stress, deformation and safety of the tunnel structure.

对大断面浅埋砂质新黄土隧道,利用瞬态动力学有限元方法,计算了粘弹性边界条件下,隧道在Ⅷ度地震荷载作用下的动力响应,找出衬砌的薄弱部位和结构的受力、变形及安全性,为设计提供指导和参考作用。

The exchange of substances between deposited sediments and overlying water must also pass through the DBL. In this study, two series of flume experiments with and without wind blowing conditions were conducted to study the salt release process from sandy sediments in a polder reservoir. The thickness of DBL was directly measured. The experimental salt fluxes through the DBL under the two wind conditions were inter-compared and compared with the estimations using the Fick's first law in an effort to explore the role of DBL in contact inhibition of salt release.

通过无风和有风条件下两组沉积物盐分释放实验,研究海湾水库砂质沉积物-水界面扩散边界层的形成情况,并通过水动力扰动下穿过扩散边界层的实测盐分通量与Fick第一定律理论计算通量的比较,以及扰动与无扰动时通量的比较,探讨扩散边界层对沉积物盐分释放的影响。

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