真空联合堆载预压加固土体的工程地质性质

为解决一些软土不能满足工程建设要求的问题, 必须对其进行加固处理。本文借助室内试验, 对比江门软土加固前后的基本物理性质、物理化学性质和力学性质, 借助扫描电镜( SEM) 对比研究加固前后土体微结构和工程性质的变化。研究表明: 加固后黏粒组含量明显减少, 砂砾组和粉粒组含量明显增加, pH值降低, 阳离子交换量大幅下降, Ca2 + 、CI- 和HCO - 3 含量减小, 其他离子含量变化不明显。加固过程增加了颗粒之间的连结力, 力学性质明显提高。加固前软土的微结构以絮凝状结构为主, 大孔隙较多; 加固后以团粒状结构为主, 粒内和粒间孔隙变小。真空联合堆载预压加固效果明显, 软土工程性质明显提高, 可以满足工程建设的需要。     

近30年南京市浅层地温场变化规律研究

在收集南京市单一观测站点近50年气温资料和近30年浅层地温数据的基础上,对南京市地温变化趋势及其与气温变化的相关性进行了分析,对不同深度定时地温变化、日均地温伞年变化、地温日较差变化等进行了比较,同时也对地温变化对城市浅层土工程性质可能带来的影响进行了分析.结果表明:地温场与气温场变化规律基本一致,但存在一定的滞后现象;南京市月均地温变化规律基本相同,最高值出现在7,8月份,最低值出现在1,2月份;近30年来浅层地温场总体呈现上升趋势,其中地表上升最大值达2.8℃,0～20 cm土层温度变化幅度比较接近,上升最大值达2.0℃,40 cm处最大值达1.75℃;30年来地表最大温差高达84.5℃,40 cm深度最大地温差也超过27.5℃,因此多年地温变化对城市浅层土工程性质的影响不容忽视.     

苏皖凹凸棒石粘土水悬浮液流变性能研究

研究了3种苏皖凹凸棒石粘土水悬浮液的流变性,讨论了矿物种类、粘土颗粒大小、NaCl浓度、pH值、电解质类型、分散剂添加量等影响因素对于凹凸棒石粘土水悬浮液流变性的影响,并用卡森模型对3种凹土流型曲线进行了拟合.结果表明,不同凹土中含有少量不同杂质对流变性能影响不大;经过挤压的土样粘度明显大于原矿粉碎的样品;粘土颗粒大小、溶液pH值、电解质类型、分散剂均会较大程度的影响凹土悬浮液的流变性能,其中分散剂的降粘效果最为明显;而NaCl的浓度增加对凹土悬浮液流变性影响则很小.     

Effects of copper pollution on the activity of soil invertase and urease in loquat orchards

Dealt with in this paper is the relationship between Cu contents of soil and activity parameters for soil invertase and urease from the Changtai loquat orchards in Fujian Province. The soil invertase activity and maximum reaction velocity (enzyme kinetic parameters: Vmax and Vmax/Km) have no remarkable negative correlation with Cu concentrations, but Cu concentrations have an obvious positive effect on invertase Kin, indicating a reversible com-petitive restraint on the reaction between Cu and invertase. The soil urease activity and maximum reaction velocity (Vmax,Vmax/Km) have a remarkable negative correlation with Cu concentrations, and in this aspect, they can be used as ecological indices of the soil polluted by Cu. A slightly variable Km indicates the non-reversible competitive restraint level.     

岩盐物理力学性质及其工程稳定性应用现状及其展望

在分析国内外有关学者关于岩盐的物理力学性质及其工程稳定性应用研究现状基础上,分别从岩盐物理力学性质、岩盐孔隙度、渗透率、塑性变形能力和损伤恢复等物理特性方面,论述了近年来有关岩盐的短期强度特性、岩盐的蠕变性能、围压作用下的力学特性,以及温度效应对岩盐力学特性影响等有关岩盐工程应用中所表现出的物理力学特性;最后从岩盐在工程应用方面,提出了岩盐及其工程应用的发展方向。     

Frost heave control of fine round gravel fillings in deep seasonal frozen regions

Fine round gravel soil is widely employed in the subgrade of high speed railways in cold regions to prevent frost heaving and thawing. The lower the fines content in fine round gravel soil, the smaller the quantities of frost heaving and thawing, but compaction difficulty increases. This study is to obtain the optimum fines content and limited frost heaving and thawing. The fine round gravel soil filling (FRGSF) used in the Harbin-Qiqihaer Passenger Dedicated Line is taken as the study object. Influence of fines content on optimum water content, maximum dry density and frost heaving properties of FRGSF were studied by means of compaction and frost heaving tests. Results show that the maximum dry density of the FRGSF increases first and then decreases with an increase of fines content, namely there is an optimum fines content for easy compaction. The method of surface-vibratory instrument is fit for coarse-grained soils, and wet state of coarse-grained soil is in favor of compaction. Considering the relationship of fines content with maximum dry density and the frost heaving ratio of FRGSF, the fines content should be limited to within the range of 9%-10%, so that the frost heaving ratio is less than 1%, and the FRGSF is easily compacted. Water supply is proved to be an important factor influencing the amount of frost heaving of FRGSF. We also conclude that in the field, it is imperative to control waterproofing and drainage measures.     

Ice- and cryogel-soil composites in water-retaining elements in embankment dams constructed in cold regions

There are a number of serious problems connected with building and repairing water-retaining elements in embankment dams in cold regions. One of them is the difficulty in finding inexpensive clay materials with the necessary structural properties and using them in the winter. Another is the cracks that appear in the upper part of a dam when the core freezes to the banks, and leakage along the cracks threatens to destroy the dam. Still another is the process of erosion at the bottom of the core which may occur through fissures in the rock foundation of a dam and in transport constructions. Also, the behaviour of water-retaining elements during earthquakes is unreliable. All of these problems can be solved by using ice- and cryogel-soil composites created by cryotropic gel formation (CGF). Our laboratory investigations demonstrate that the materials proposed for water-retaining elements have the necessary permeable, plastic, thermophysical, and strength properties to solve all of these problems. Certain constructions of water-retaining elements which may prove to be both safe and cost-effective are proposed. However, these ice- and cryogel-soil composites need to be field-validated before they are used in dams and transport structures in cold regions.     

Microscopy and rock magnetism of fine grain-size titanomagnetite from the Jacupiranga Alkaline Complex,Brazil: unearthing Ti-magnesioferrite nanoparticles

Very fine samples from the mineralized zones of the Jacupiranga complex at the Cajati mine were selected for crystallographic identification of Ti-magnesioferrite (TMf) nanostructures embedded in titanomagnetite (TM) using high-resolution transmission electron microscopy (TEM). A magnetic concentrate obtained of pyroxenite samples (sites 4 to 7) was reduced and divided into fractions of distinct range sizes: 26±2 μm, 19±1 μm, 13±1 μm, 9±1 μm, 6±1 μm and 6-0.1 μm. The mineralized samples of carbonatite and pyroxenite were characterized by X-ray diffraction, transmitted and reflected light microscope, and scanning electron microscope with multielemental analysis. The finest magnetic concentrate sample (MC₆) was analyzed under high-resolution transmitted electron microscopy (TEM) and high angle annular dark field and Raman spectroscopy. Magnetic properties were measured for the distinct granulometric fractions, showing drastic changes when grain sizes go beyond the frontier from micro to nanometer sizes. Frequency-dependent magnetic susceptibility percentage (÷_fd%) report higher values (10.2%) for the finer fractions (6±1 μm and 6-0.1 μm) attributed to dominant fractions of superparamagnetic particles. Nanometer and < 6 μm grain size TMf in TM particles require a magnetic field up to 249 mT to reach saturation during the isothermal remanent magnetization experiment. Coercivity and remanent magnetization of these samples increase when the particle size decreases, probably due to parallel coupling effects. Magnetic susceptibility versus temperature experiments were conducted two times on the same (< 35 nm) sample, showing that the repetition during the second heating is probably due to the formation of new TMf nanoparticles and growth of those already present during the first heating process.     

基于分数阶Fourier变换的声波测井全波列特征时频分析

目前,阵列声波测井信号处理大多在时间域或频率域中进行。但是,单纯的时间域或频率域方法有很大的局限性。为了打破这些局限性,笔者将分数阶Fourier变换方法用于阵列声波测井信号的分析之中,研究了不同性质储集层中信号幅度随分数阶Fourier变换阶数变化的规律。实验结果表明:在干层,幅度呈"1"型分布;在水层,幅度呈"Y"型分布,"Y"的两支开口较小,在阶数大于0.3的区域中,幅度较大;在油层,幅度呈"Y"型分布,"Y"的两支开口较大,在阶数大于0.6的区域中,幅度较大。因此,分数阶Fourier变换在提取阵列声波测井蕴含的储集层流体性质信息方面具有很好的前景。