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  

任权  王家鼎  袁中夏  谷天峰 《水文地质工程地质》2007,34(6):76-78,82

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   

Geo-engineering properties of expansive soil treated with xanthan gum biopolymer     

Suresh Prasad Singh  Ritesh Das 《Geomechanics and Geoengineering》2020,15(2):107-122

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   

龙门山彭灌杂岩体中梭坡店断裂带显微构造及变形环境分析   总被引：2，自引：0，他引：2  

林仿  余团 《四川地质学报》1998,(2)

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   

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   

A discussion on models of thermals     

Robert A. Pearson 《Pure and Applied Geophysics》1980,118(2):913-934

For a thermal starting from rest, the scales of motion consistent with the initial conditions are given. An alternative time scale based on the motion of the thermal is derived. The anticipated similarity solutions for thermals are summarised and possible qualitative differences between solutions are given. Within this consistent framework previously published laboratory and numerical models of thermals are discussed. Reasons why numerical models have not rigorously demonstrated the existence of a self-similarity solution are considered. Comparisons of all available results show that a single similarity solution valid for all thermals does not exist.  相似文献   

The dynamical and liquid water structure of the small cumulus as determined from its environment     

James W. Telford  Peter B. Wagner 《Pure and Applied Geophysics》1980,118(2):935-952

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   

On mixing processes in cumulus clouds     

J. Warner 《Pure and Applied Geophysics》1980,119(4):809-815

An examination is made of the hypothesis that internal cloud properties are determined by the mixing of dry air from above the cloud top and cloud base air in such a way that the mixture is neutrally buoyant with respect to the clear air environment at each level. It is concluded that the resulting mixture is much drier than is actually observed. Comments are made about observed cloud properties which need to be taken into account in any model of the mixing process.  相似文献   

A new aspect of condensation theory     

James W. Telford  Steven K. Chai 《Pure and Applied Geophysics》1980,118(2):720-742

This paper examines the effects of the mixing of dry air into a cloud top from the point of view of the droplet spectra. It is shown theoretically that the resulting cycling of the air up and down in the cloud, as seems to be the essential mechanism by which cumuli have been diluted to their observed liquid water mixing ratio, can double the largest drop radius and generate cloud parcels containing drops of all sizes up to this maximum. These changes in the droplet distribution with size occur by a process which is not greatly influenced by the cloud condensation nuclei or the details of droplet growth since maritime like spectra can develop in continental type cumuli. It shows that large numbers of cloud condensation nuclei should not have much effect in inhibiting the rainforming process by reducing coalescence growth. On the contrary, the controlling parameters which determine precipitation efficiency and times seem to be those which control the mixing.  相似文献   

我国卫星总云量与地面总云量分布的对比分析   总被引：44，自引：11，他引：33       下载免费PDF全文

翁笃鸣  韩爱梅 《应用气象学报》1998,9(1):32-37

根据国际卫星云气候学计划（ISCCP）的总云量和地面总云量资料,分析并讨论了两者在我国的空间分布和单站年变化中的相关性和差异性,对比了两种总云量的全国分布形势。结果指出,在总趋势大致相似的前提下,卫星总云量图能更好地揭示青藏高原、塔克拉玛干沙漠以及沿海地区的云气候特征。最后还就青藏高原总云量分布特点作了分析。  相似文献   

The coalescence of water drops II. The coalescence problem and coalescence efficiency     

Nitza Arbel  Zev Levin 《Pure and Applied Geophysics》1977,115(4):895-914

By the use of the model of approaching drops (Arbel and Levin, 1977) the coalescence efficiencies of drops are computed. It is found that for interactions of drops at their terminal velocities the coalescence depends both on the size of the large drop and on the size ratio of the interacting drops in agreement with the experimental results of Whelpdale and List (1971) and Levin and Machnes (1977).The results were found to be sensitive to the assumption of the drops deformation and to the critical separation distance. This distance is defined as the distance at which the drops begin to merge. The variations of the coalescence efficiency with these parameters is discussed.Appendix: List of symbols D distance between the deformed surfaces of the drops - D _o initial value ofD - D _s stop distance, the distance at which the impact velocity vanishes - D _c critical coalescence distance - E collection efficiency - E ₁ collision efficiency - E ₂ coalescence efficiency - E _2R coalescence efficiency for collisions with stationary targets - F _c centrifugal force - p ratio of the radii of the interacting drops - r _o initial distance between drops' centers - R _L radius of larger drop - R _s radius of smaller drop - R _D radius of deformation - v approach velocity of two deformed surfaces - v _o initial value ofv - V _i impact velocity (given negative sign when drops approach each other) - V _c critical impact velocity - W _i velocity of the smaller drop at infinity for it to reachD _o with velocityv _o - x _i impact distance, the distance between the trajectories of the two drops - x _c critical impact distance for coalescence -  average critical impact distance for coalescence - X _c critical impact distance for collisions - coefficient of deformation given in equation 1 - _i impact angle defined byWhelpdale andList (1971) given also inArbel andLevin (1977) - coefficient of deformation given in equation 2 - viscosity of air - _i impact angle used inArbel andLevin (1977) and here - _c critical angle for coalescence - average critical angle for coalescence On sabbatical leave (1976–77) from the Department of Geophysics and Planetary Sciences, Tel Aviv University, Ramat Aviv, Israel.The National Center for Atmospheric Research is sponsored by the National Science Foundation.  相似文献