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31.
冻融循环对盐渍土黏聚力影响的试验研究   总被引:1,自引:0,他引:1  
陈炜韬  王鹰  王明年  李姝  王玉锁 《岩土力学》2007,28(11):2343-2347
通过室内试验,测试了冻融循环对不同含盐量和不同含盐类别盐渍土黏聚力的影响规律。从结晶体位置变化、微观结构、盐类性质及未冻结水含量三个方面分析了冻融循环对盐渍土黏聚力的作用机理。研究结果表明,在含水率一定的情况下,无论是向土中加入Na2SO4,或者是CaCl2,经冻融循环后黏聚力都随冻融次数的增加而减小,且第1次和第2次循环为主要减小阶段;加入CaCl2后黏聚力的减小程度比加入等量Na2SO4后小;冻融循环过程中结晶体析出时位置的变化是土体黏聚力和干密度减小的主要原因;经SEM图片分析,大孔隙占总孔隙面积的比例随冻融次数的增加而减小;盐渍土中CaCl2溶液的含量对冻融循环中黏聚力的变化有重要影响。  相似文献   
32.
高速铁路地基黄土微结构的分形研究   总被引:1,自引:1,他引:1  
基于分形理论,结合Photoshop等图像分析处理软件,在图像处理过程中选择适当的阈值,本文对郑州—西安客运专线地基黄土在动荷载作用下变形前后的孔隙微观结构进行分形研究。研究表明,黄土孔隙微观结构具有分形特征,揭示了黄土孔隙分形分维同孔隙比之间有近似直线的关系,且孔隙微结构分形分维越大,土体强度越大,反之越小。  相似文献   
33.
ABSTRACT

This paper presents the effectiveness of xanthan gum (XG) biopolymer in stabilising the expansive soil. The XG biopolymer is mixed with expansive soil in different proportions such as 0%, 0.2%, 0.5%, 0.8% and 1.0% by weight of the dry soil mass. The plasticity, compaction, swelling, compressibility, hydraulic conductivity, strength and durability characteristics of the treated and un-treated expansive soil are examined. Results show that the plasticity index of the treated soil mass initially increases but beyond 0.5% biopolymer addition it decreases sharply. The optimum moisture content and maximum dry density of treated soil, found out from light and heavy compaction tests, do not follow any definite trend. It is also found that increasing XG content increases compressibility slightly but, it reduces swelling pressure, differential free swelling value and hydraulic conductivity remarkably. On the other hand, time-dependent compressive strength and resistance to mass loss increases with increasing XG content. Microscopic examination confirms the formation of gel-like linkage, which brings about the modifications in the treated expansive soil.  相似文献   
34.
对龙门山中段彭灌杂岩体中的一条韧性剪切带进行了确定和命名,并着重从显微组构及岩组学方面对其变形环境进行了讨论,推断其形成深度为10km、温度为500℃、压力为500MPa,形成时的差异应力值为80~110MPa,应变速率为10-11~10-10m/s。  相似文献   
35.
土流变学研究现状与趋势   总被引:1,自引:0,他引:1  
王常明 《世界地质》1998,17(4):33-37
土流变学是研究土流变性的科学,包括宏观力学和微观结构两个研究方面。其中就这两方面阐述了国际土流变学的研究现状和我国土流变学研究水平,并对今后的研究趋势作了展望。  相似文献   
36.
This paper examines the evidence for the model of a small cumulus cloud represented as a quasi static but turbulent entity, growing on the upshear side and decaying on the downshear side. While the air just outside the cloudy outline is, on average, stationary relative to the embedding airmass, there is a slight flow, upwards and forward as though the updraft has induced upward motion in the clear air outside the cloud, on the growing side. On the decaying side the motion is downwards and away from the cloud.This is a flow pattern which is not consistent with the air flowing around the cloud as it moves forward but it agrees well with the picture given. Decayed remnants of cloud are found throughout the air previously occupied by the cloud. The cloud outline moves through the embedding air at a velocity which is almost as large as the relative motion of the subcloud feeding airflow (which is almost free from internal wind shear in strong convection).The mixing of dry air from above the inversion yields the observed diluted liquid water content in small cumuli, if such mixing is allowed to proceed until the cloud density equals that of the surrounding air. Quantitative conditions relating the liquid water to inversion temperature and moisture changes, and to the stability of the environment are presented. The strong vertical mixing from the top of the cloud downwards is important to microphysical processes.  相似文献   
37.
This paper presents a computational microstructure model to estimate the progressive moisture damage of multiphase asphaltic paving mixtures. Moisture damage because of water transport is incorporated with mechanical loading through a finite element method. To simulate nonlinear damage evolution in the mixtures, the model includes Fickian moisture diffusion, a cohesive zone model to simulate the gradual fracture process, and a degradation characteristic function to represent the reduction of material properties because of moisture infiltration. With the model developed, various parametric analyses are conducted to investigate how each model parameter affects the material‐specific moisture damage mechanism and damage resistance potential of the mixtures. Analysis results clearly demonstrate the significance of physical and mechanical properties of mixture components and geometric characteristics of microstructure for the better design of asphaltic paving mixtures and roadway structures. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
38.
We performed deformation experiments on a foliated mylonite under high temperature and pressure conditions in this study. To investigate the effect of pre‐existing fabric on the rheology of rocks, our samples were drilled from natural mylonite with the cylinder axis parallel to the foliation (PAR) and perpendicular to the foliation (PER). We performed 25 tests on seven PAR samples and 21 tests on seven PER samples at temperatures ranging from 600 to 890 °C, confining pressures ranging from 800 to 1400 MPa, and steady‐state strain rates of 1 × 10−4, 1 × 10−5 and 2.5 × 10−6 s−1. In the temperatures of 600–700 °C, the deformation is accommodated by semi‐brittle flow, with the average stress exponent being 6–7 assuming power law flow; in the temperature range of 800–890 °C, deformation is mainly by plastic flow, with an average stress exponent of n = 3 and activation energies of Q = 354 ± 52 kJ/mol (PER and PAR samples). The experimental results show that the strengths of PER samples are higher than those of PAR samples. Deformation microstructures have been studied by optical and electron microscopy. The original foliation of PER samples is destroyed by deformation and replaced by a new foliation, but the deformation of PAR samples followed the original foliation. Electron backscatter diffraction (EBSD) measurements show a strong lattice preferred orientation (LPO) of the quartz c axis fabrics of the starting samples and deformed PER and PAR samples. However, the c axis fabric of quartz in experimentally deformed PER and PAR samples varied with temperature and strain rate is different from that seen in the starting mylonite sample. The initial quartz c axis fabric of the starting mylonite sample has been transformed into a new fabric during experimental deformation. Dehydration melting of biotite and hornblende occurred in both PER and PAR samples at temperatures of 800–890 °C. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
39.
用XRD,SEM和TEM研究新型配合物Cu(C3N2H4)2(C4H5O4)2的超分子结构和微观形貌,并对新型晶体的平衡外形进行模拟计算,结果表明:该配合物分子具有丁二酸桥联的双核铜结构,中心铜离子处在2个咪唑和4个丁二酸以单齿配位组成的八面体中心,在ab平面,分子中有十四元大环,环内Cu(1)-Cu(2)原子间距为0.8031nm,C(2)-C(2′)为0.4183nm;在ac平面,沿着[010]方向分子内呈现凹的六边形纳米级孔洞;沿[100]方向分子依靠弱的氢键作用,层状堆积成三维超分子结构。此外,随着丁二酸的碳链沿[001]方向无限延伸,形成以铜离子为交叉中心的带状拓扑构型。SEM观察到晶体表面形成有明显的凹坑,区域呈现层状阶梯,说明晶体在(100)面遵照台阶-扭折模型呈层状生长结晶。TEM微区形貌像显示晶体存在条纹和缺陷结构,整体保持柱状构型,这与模拟的晶体平衡外形呈柱状一致。模拟结果表明晶体最易外显晶面为(100)面,外显比例达41.247%,这与晶体超分子层沿[100]方向通过氢键作用堆积,键作用力较弱密切相关。  相似文献   
40.
甘肃河西走廊早期冶炼活动及影响的炭屑化石记录   总被引:1,自引:1,他引:0       下载免费PDF全文
炭屑化石的显微结构研究是根据木材的解剖特征(组成木材的细胞与组织的形态和排列方式)确定燃烧植物的类型,重建古植被和古环境,探讨人类活动对环境的影响。火石梁和缸缸洼青铜冶炼点位于河西走廊西北部、黑河流域下游巴丹吉林南缘沙地中,散布了大量的炭屑化石遗存。通过炭屑化石3个切面(横切面、径切面和弦切面)显微结构特征研究,比对现代切片标本和木材解剖图版,识别和确定炭屑化石的木材种属,确定 2100~1860BC期间的青铜冶炼所用木材为柽柳、杨属、柳属、蓼科4种乔灌木植物,火石梁和缸缸洼地区大量乔、灌群落生长要比目前荒漠生态环境优越的多。先民的青铜冶炼活动导致乔木和灌木植物被大量砍伐,植被盖度急剧降低,对生态环境产生重大影响,是1900BC左右杨属、柳属和蓼科乔灌木植物基本消失的主要原因。  相似文献   
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