硅藻土资源及开发利用概况

文章主要介绍了硅藻土的资源概况及特点和开发利用的现状,对硅藻土及制品的市场发展前景进行了分析.     

Preparation of filter aids based on diatomites

Two major deposits of diatomaceous earth (diatomite) in the region of the Balkan Peninsula, the Kolubara basin (Serbia and Montenegro) and the Vesje deposit (Former Yugoslav Republic of Macedonia), were selected for detailed investigation of their possible application in preparation of beer filter aids. Chemical, mineralogical and structural properties of diatomite samples were analyzed with the aim of predicting the filtration efficiency. Results of beer filtering compounds preparation are presented in this paper. The parameters of crushing, drying, calcination and classification are also defined. Beer filtration tests proved diatomites to be satisfactory and not causing any degradation of filtration process or beer quality. Technological flow scheme for obtaining the beer filter aids is proposed in the paper.     

吉林露水河硅藻土在煅烧中的结构及性能的变化

应用X射线衍射、红外光谱分析、扫描电镜及化学分析方法对吉林露水河硅藻土在煅烧中的结构及性能的变化进行研究，结果表明：高温时蛋白石转变成方英石，激烈的相变温度为1160℃左右；当温度在1100℃～1200℃时，硅藻的微孔开始阻塞或消失，并出现开裂现象，硅藻的结构变得模糊，但硅藻仍保持其外形；室温～600℃，比表面积逐渐增加，600℃～1200℃比表面积则减少；室温～700℃时，pH值逐渐减小，700℃～1200℃时，pH值则逐渐增加。     

粘性土微观结构简易定量分析法

作者根据计算机图像处理的基本原则，探索出一套粘性土微观结构简易定量分析法，经检验，这种方法简易，有效，对推广岩土结构定量化具有重要意义。     

Laboratory Study for Influence of Clay Content (CC) on Wave-Induced Liquefaction in Marine Sediments

In this artice, the influence of clay content on the wave-induced liquefaction in marine sediments was reported. The one-dimensional (1-D) equipment was setup with a vertical cylinder and 1.8–m–thick clayey sandy deposit and 0.2–m–thick water above the deposit. Unlike the previous experimental study for a single soil layer, this study used sand-kaolin mixtures, sand-illite mixtures, and sand-bentonite mixtures as the experimental samples. A series of experiments with 3,000 wave cycles in each test were conducted under numerous wave and soil conditions, which allowed us to examine the influence of clay content (CC) on wave-induced liquefaction in marine sediments. The experimental results showed that the clayey sandy deposit will become prone to liquefaction with the increase of CC when CC is less than a critical value, which depends on the type of clay. However, when CC is greater than the critical value, liquefaction depth will decrease as CC increases. Furthermore, when the CC value reaches a certain level, liquefaction will not occur. For example, no liquefaction occurs when CC ≥ 33% for both kaolin-sand and illite-sand mixtures and CC ≥ 16.36% for bentonite-sand mixtures.     

硅藻土的热谱特征

对广东省海康县等国内外２３个硅藻土样品进行了ＤＴＡ、ＴＧ分析。研究结果：海康县卜昌、美国和日本硅藻土呈现了典型的蛋白石ＤＴＡ曲线和Ｘ射线衍射谱，说明样品纯度较高；徐疗县峙头、九亩和云南等地的硅藻土除了蛋白石的ＤＴＡ和Ｘ射线衍射谱外，还含有较多数量的伊利石、蒙脱石和高岭石。取自九２和田洋硅藻土矿床钻孔样品的ＤＴＡ曲线含有较多数量的有机持。根据ＴＧ曲线对不同埋深硅藻土中有机质含量计算表明，有机质含量与     

基于灰色关联分析预测法的腾冲硅藻土矿床资源评价

在矿产资源评价中,可以利用灰色理论的特点,来对目前只有少量信息的预测区进行评价和排序,确定预测靶区,指导找矿工作.应用该方法对云南西部腾冲地区的界头、团田、蛮朵、瑞滇、左所营5个工作区硅藻土资源进行排序,确定了腾冲硅藻土矿床开发下一步的工作方向,明确了矿床灰色关联分析预测法在矿产资源评价中有着重要的应用价值和独特的应用效果.     

Heterogeneous aquitard properties in sedimentary successions in the Apennine chain: case studies in southern Italy

The aim of this study was to analyse the hydrogeologic role of siliciclastic deposits and marly‐clayey‐calcareous successions within the carbonate Apennine chain (southern Italy). The study was carried out along the northern part of the Matese carbonate massif through (1) the hydraulic characterization of siliciclastic rocks in a test site, by means of Lugeon tests, and (2) the identification of the groundwater flow system discharging at an important spring located within a marly‐clayey‐calcareous succession in a second test site, by means of isotopic investigations. The results showed that the investigated siliciclastic deposits and marly‐clayey‐calcareous successions may allow significant groundwater discharge from carbonate aquifers. Thus, they do not everywhere behave as aquitard, contrary to the previous model. Instead, groundwater flows through the upper part of these successions, where stress release fracturing enhanced rock permeability in the near‐surface bedrock. Thus, these successions may locally be a new groundwater source within the southern Apennine chain. Copyright © 2009 John Wiley & Sons, Ltd.     

深层水漏斗区开采量组成变化特征与机制

为阐明强烈开采条件下华北平原深层水的开采水量来源及组成问题,以德州地区深层水漏斗分布区为重点研究区,通过基于大量钻孔资料对含水层组及其粘性土夹层或透镜体的分析和野外地下水采样、动态监测及地面沉降测量资料等分析,采用分层、分区计算方法对漏斗中心至外围的各分区弹性释水量、粘性土压密释水量、侧向流入和越流补给量进行均衡计算。结果表明:在强烈开采条件下,深层水开采量中弹性释水量和压密释水量所占比率不是常量,随着深层水位下降的幅度和深度增大、超采释压持续时间愈长、开采层中粘性土夹层或透镜体愈多,则区内弹性释水和压密释水的强度及累积地面沉降量愈大;愈靠近漏斗中心,弹性和压密释水强度愈大,相同降深下平均单位降深的地面沉降量愈小。在深层水开采量中粘性土压密释水占35.5%~61.9%,与地面沉降密切相关。     

深层黏性土变形破坏的影响因素分析

河南刘河煤矿矿二1煤层上为厚度20~40m的第四系覆盖层,其中黏土层平均厚度为6.6m。由于第四系孔隙水含水组的四个含水段均为富水性中等及以上含水层,所以该层黏性土在受到上覆高压影响后能否控制顶板突水显得尤为关键,是解决新生界含水层下的安全开采的关键问题。通过室内实验测得该矿深度约在150m的4个钻孔土样的物理参数和土颗粒级配分析,按实验结果模拟深层黏性土,考虑受力面积、含水率和厚度3个影响黏性土破坏的主要因素,利用正交实验原理安排实验。结果表明,受力面积和含水率越大,黏性土的破坏程度增大;黏性土的厚度越大,破坏程度相应减小;3个因素中,受力面积的影响最大;当黏性土含水率在10%~25%,受力面积越小,厚度越大,黏性土不易发生破坏。该研究对预防和保证矿山安全生产具有重要意义。