取土器几何尺寸对饱和软黏土样结构的扰动研究

基于颗粒流软件模拟,以吹填淤泥为例,分析了取土器的内径、切角、壁厚等尺寸参数对高黏性软土微观动力学特性的影响;通过分层方法,比较了7组土样层间颗粒特征拐点的运动行为。模拟结果表明:土样的颗粒在底部形成对流位移场,对流处上方颗粒主要受拉膨胀,对流处下方颗粒主要受压收缩,由此造成孔隙率的规律变化和层理的弯曲变形。7组参数对应土样的孔隙率曲线与初始孔隙率曲线的交点同颗粒位移场的对流位置存在协同关系。土样层理表现为向下弯曲变形,层间颗粒位移行为存在特征拐点,拐点之间颗粒扰动行为不明显;反之,颗粒扰动行为较大,这种变形特征可拟合为下开口的旋转抛物面,且曲面方程的曲面形状拟合系数a值能初步评估7组土样的扰动程度。层间特征拐点的连线可再拟合为旋转抛物面,抛物面体积与土样体积的比值可用来评估土样的原状性。     

Characterizing the hydraulic properties of unsaturated sand considering various porosities and drying‐wetting paths of the retention curve

Previous studies have shown that water retention curve (WRC) and the hydraulic conductivity vary because of changes of the void ratio or porosity of soil. However, limited documents pointed out the change of hydraulic properties of soil when compacted to different porosities while considering both of the drying and wetting processes of the WRC. This information is sometimes necessary for research like finger flow analysis or the occurrence of wetting and drying cycles as what would be seen in the field. Therefore, this study aims to examine the change of WRC characteristics with varied porosity considering both of the drying and wetting path in WRC by conducting a sand box experiment. Results show that the same type of sand compacted to various porosities have different hydraulic parameters. Hydraulic conductivities generally decrease with reduced porosities; shape parameter α of the van Genuchten equation (1980) linearly decreases with declining porosity and shape parameter n in a reversal manner for the sands of interest whether in the drying process or wetting process. The unsaturated properties of sand are further characterized by inspecting the variations of moisture content, matric suction and vertical displacement of soil body subject to periodic changes of the water level by another sand box experiment. The outcomes suggest that the saturated water content and residual water content are changing during the wetting–drying process, which can be an implication of the changed properties of WRC. The characteristics of volumetric deformation might be varied as well because of the observation of the dissimilar patterns of the changing vertical displacements among each wetting–drying process. Infiltration patterns of the sands also are identified through numerical modelling by introducing a constant infiltration flux from the surface followed by a no‐influx condition. Results indicate that less water accumulates in the sand near the surface for the sand compacted to higher porosity, but water can move deeper. Hydraulic conductivity is found as the prime factor dominating the evolvement of wetting fronts. However, shape parameters of water retention curves also affect the infiltration pattern to some extent. In addition, different sands with similar porosities can have quite different infiltrating characteristics. Copyright © 2012 John Wiley & Sons, Ltd.     

Transport properties of rocks from statistics and percolation

Two simplified microstructural models that account for permeability and conductivity of low-porosity rocks are compared. Both models result from statistics and percolation theory. The first model assumes that transport results from the connection of 1D objects or pipes; the second model assumes that transport results from the connection of 2D objects or cracks. In both cases, statistical methods permit calculation of permeability k and conductivity , which are dependent on three independent microvariables: average pipe (crack) length, average pipe radius (crack aperture), and average pipe (crack) spacing. The degree of connection is one aspect of percolation theory. Results show that use of the mathematical concept of percolation and use of the rock physics concept of tortuosity are equivalent. Percolation is used to discuss k and near the threshold where these parameters vanish. Relations between bulk parameters (permeability, conductivity, porosity) are calculated and discussed in terms of microvariables.     

块状硫化物矿床的地球化学找矿标志

近年来国外发现了许多大型块状硫化物矿床，而我国进展还不大。原因之一是我们对这类矿床的地质特征，成矿条件尤其是找矿标志研究还不够。这是一类成矿物质通过热液作用在海底沉积而成的特殊矿床，故在找矿勘探讨既要研究沉积矿时形成的原生晕，又要研究热液经过围岩时蚀变而产生的次生晕?Ｍｎ晕，Ｔｌ，Ｈｇ，Ｂａ，Ａｓ和Ｚｎ等元素的异常，络合剂元素的富集，微量元素的分布，铅同位素，岩石化学异指数尤其是块状硫化物Ｃｕ矿中     

双密度重叠找气新方法

本文根据岩石孔隙中的天然气引起介电测井孔隙度减小和密度测井孔隙度增大的原理,建立了双密度重叠找气新方法,消除了岩性的影响,提高了测井找气的分辨率,增加了评价气层的直观性。该方法用于寻找陕甘宁盆地低孔隙白云岩气藏,获得了明显的地质效果。这种方法还可以在其它储层岩性气藏中应用。     

四川绵阳官司河流域防护林的演替预测

选取６个样地，以“空间代替时间”法研究了官司河流域的松柏栎混交防护林的优势种群动态。结果显示：各种群在群落次生演替过程中普遍更新欠佳，林木大小级结构呈不稳定或衰退状态，据非线性演替理论，并结合防护林现状，预测防护林的可能演替趋势为：今后人为干扰若能保持较长期相对稳定，则针阔叶混交的群落类型亦将保持基本稳定；但随土壤类型的不同，而渐分化成松栋混交林和柏栎混交林．     

沂沭活断层分段特征及地震趋势的预测

沂沭活断层以莒南—汤头一线为界可分成南北两大段。其中,北段以蠕滑为主,南段则表现为强烈的粘滑错动。另外,在南段内还存在着一个次一级的段落。文中详细分析了各段的断层滑动方式及地震活动的特点,并对沂沭断裂带今后的地震趋势作了预测。     

湖北京山地区寒武—奥陶系碳酸盐岩成岩作用及孔隙演化

本文通过对京山地区寒武—奥陶系碳酸盐岩成岩作用和孔隙演化的研究,认为本区寒武—奥陶系普遍经历了海底、大气淡水、埋藏及表生成岩环境,其间发生的成岩作用主要有胶结作用、白云岩化、压实-压溶、溶蚀和破裂作用。在这些成岩作用的改造下,岩石孔隙度从大于20％下降到1.5～5％,其中在中新生代孔隙相对较发育。     

大孔隙与大孔隙率矿石的石蜡法体重测定中的修正问题

以伽玛测井解释含量确定铀矿储量时，矿石体重应该是天然状态下的体重，当矿心孔隙度较大而有部分失水，并存在表面大孔隙时，封蜡法所测得的体重系统偏小。对此，本文改进了测定方法，提出了修正方案，并以某矿床为例分析了产生表面孔隙的原因及修正后的具体结果。     

规则球粒堆积体的孔隙度

以椭球堆积体为模型，求出圆球、扁球、长球、椭球４种堆积体的理论孔隙度极值相同，并导出了政府孔隙度的通式。认为理论孔隙度的大小仅与规则球粒的排列方式有关，当某一规则球粒堆积体受压而使该规则球粒变形为另一种规则球粒时，只要排列方式不变，其理论孔隙度也不变。