硫化物矿物溶解度与溶液pH值的关系

硫化物作为自然界常见的一大类矿物 ,由于溶解度很小 ,硫化物对水pH值的影响以及水对它的溶解度影响往往被人们所忽视。通过计算常见硫化物矿物的自由能ΔG0f、溶度积Ksp和溶解度S、绘制logS—pH曲线 ,得出硫化物矿物在不同 pH值条件下的溶解规律 ,水溶液的pH值受硫化物矿物的控制 ;反过来 ,水溶液的pH值也影响着矿物溶解度的大小。此外 ,对硫化物矿物饱和溶液的缓冲范围、缓冲容量和硫化物与溶液pH值相互作用的机理进行了探讨     

东太平洋中国开辟区沉积物中热水活动的矿物学及地球化学证据

通过对东太平洋多金属结核中国开辟区表层沉积物和短柱状沉积物的系统观察和分析，首次根据矿物学和地球化学两方面的证据，发现中国开辟区沉积物中热水活动及其产物的存在。X射线衍射分析表明，沉积物样品中普遍含有重晶石，部分样品中含量高达10％以上，扫描电镜观察发现，重晶石均为完整自形晶，并与同为自形的石英及钠长石共生。根据本区重晶石的地质背景及结晶形态，可以认为它的形成环境与加利福尼亚湾瓜伊马斯盆地（Guaymas)相似，属热水成因，伴生的石英和钠长石亦为常见的热水矿物，。这一共生组合的形成温度不低于70℃。地球化学研究发现，在柱状沉积物剖面上，Ba的垂向分布有两种类型，一种为平稳型，在一定深度范围内无明显变化。另一种为跃升型，并伴有其他活泼组分的同步变化，跃升型可视为热水活动在沉积历史上的记录，迄今为止，热水矿物组合主要见于东区的表层沉积物，而在西区，Ba在沉积物中的富集主要见于10cm以下层位，根据沉积速率推算，在中国开辟区西区的热水化活动记录比东区至少早0．1Ma。     

KN系列难降解有机废水处理新药剂的研制及应用

KN系列污水处理剂对不同污水采用多孔、层状非金属矿经活化复配而成，不仅对难降解有机废水具有良好的处理效果，也可用于易生物降解废水，并且价格低，相关工艺具有占地少、投资省、运转费用低的特点。所产生的污泥脱水性能好，并可无害化最终处理，不产生二次污染。     

新型环境矿物材料——堇青石质泡沫陶瓷的研制

以聚氨脂泡沫塑料为前驱体，高岭土、铝土矿和滑石为原料，经配方和工艺设计，制备了以堇青石为主晶相的泡沫陶瓷，制成品密度为0．310－0．447g/cm^3，气孔率为81．7％－87．6％，孔径为0．2－0．5mm,平均抗压强度为0．98MPa。探讨了烧成温度对材料气孔率、抗压强度和吸水率等性能的影响。     

岷江上游土地资源适宜性评价研究

岷江上游地区的可持续发展直接影响着四川省社会经济的发展，以岷江上游土地资源适宜性评价为研究对象，利用地理信息系统（GIS）技术，建立了该地区的土地资源基础信息库；利用面向对象编程技术，应用模糊集合综合评价法及对各土地适宜性监介指标确定和适宜性等级的划分进行了岷江上游土地资源适宜性评价，并提出了土地利用规划及今后改造利用的方向。     

四川牦牛坪稀土矿床矿物流体包裹体研究

对矿物流体包裹体进行分析的结果表明，牦牛坪稀土矿床的矿物中存在4种类型包裹体：（1）液-所耵；（2）液-气-固相；（3）纯气相；（4）固相，矿物包裹体显微测温结果显示牦牛坪矿床成矿温度从423℃至122℃；成矿流体的盐度ω（NaCl)为11.46%-14.36%质量分数，包裹体的成分分析结果显示流体中富含CO2和其他挥发性组分，并富含大量的不同成分的矿物雏晶，根据矿床地质特征和矿物包裹体的研究结果，作者认为本矿床的成矿作用是由碳酸岩岩浆气液流体的沸腾、充填和交代过程而实现的。     

小秦岭西段驾鹿金矿田矿物地球化学特征及找矿标志

本文在总结驾鹿金矿田有关石英脉主要金属矿物地质产状、物性特征的基础上，系统对比性研究了蚀变岩和石英脉两类金矿床中产状、粒级、晶形、破碎程度不同的各世代黄铁矿中微量元素的含量、组合、比值特征及演化和不同世代撤离铅矿、地表褐铁矿、软锰矿的含金性，建立了两类金矿的找矿矿物学标志。     

矿物成因族的演化及其地质找矿信息

基于对胶东、晋北寒武纪变质岩系、超基性岩、基性岩、花岗岩类、火山岩类、硅铁建造铁矿、金矿蚀变带内 1 1个不同地质产状的 34个角闪石、 2 51个绿泥石、 60个黑云母单矿物的提纯 ,矿物的共生组合、物理性质、化学成分、X光衍射分析、热分析、红外吸收光谱分析、双矿物地质温度计、矿物压力计的测定 ,提出了角闪石、绿泥石、黑云母矿物成因族的地壳物质演化、成岩成矿作用、变质岩原岩恢复、地层对比、变质相、蚀变带的演化规律和地质找矿信息。     

Crack-filling clays and weathered cracks in the DPRI 1800 m core near the Nojima Fault, Japan: Evidence for deep surface-water circulation near an active fault

Abstract Crack-filling clays and weathered cracks were observed in the Disaster Prevention Research Institute, Kyoto University (DPRI) 1800 m cores drilled from the Nojima Fault Zone, which was activated during the 1995 Hyogo-ken Nanbu earthquake (Kobe earthquake). The crack-filling clays consist mainly of unconsolidated fine-grained materials that fill opening cracks with no shear textures. Most of the cracks observed in the DPRI 1800 m cores are yellow-brown to brown in color due to weathering. Powder X-ray diffraction analyses show that the crack-filling clays are composed mainly of clay minerals and carbonates such as siderite and calcite. Given that the top of the borehole is approximately 45 m above sea level, most of the core is far below the stable groundwater table. Hence, it is suggested that the crack-filling clays and weathered cracks in the cores taken at depths of 1800 m were formed by the flow of surface water down to the deep fractured zone of the Nojima Fault Zone during seismic faulting.     

Storm deposits and storm-generated coarse carbonate breccias on a pelagic outer shelf (South-East Basin, France)

Uppermost Jurassic limestones of the South‐East Basin (France) are organized into four facies associations that were deposited in four distinct zones: (1) peritidal lagoonal limestones; (2) bioclastic and reefal limestones; (3) pelagic lime mudstones; (4) lime mudstones/calcarenites/coarse breccias. Calcarenite deposits of zone 4 exhibit sedimentary structures that are diagnostic of deposition under wave‐induced combined flow. In subzone 4a, both vertical and lateral transitions from lime mudstone/calcarenite to breccia indicate in situ brecciation under wave‐cyclic loading. Breccias were produced by heterogeneous liquefaction of material previously deposited on the sea floor. Deposits in subzone 4a record relatively long periods (>400 kyr) of sedimentation below wave base, alternating with periods of deposition under wave‐induced currents and periods of in situ deformation. In this zone, storm waves were attenuated by wave–sediment interaction, and wave energy was absorbed by the deformation of soft sediment. With reference to present‐day wave attenuation, water depths in this zone ranged between 50 and 80 m. Landwards of the attenuation zone, in zone 3, storm waves were reduced to fair‐weather wave heights. Storm wave base was not horizontal and became shallower landwards. As a consequence, water depth and wave energy were not linearly related. On a small area of the seaward edge of subzone 4a, cobbles were removed by traction currents and redeposited in subzone 4b. There, they formed a 100‐m‐thick wedge, which prograded over 3 km and was built up by the stacking of 5‐ to 20‐m‐thick cross‐stratified sets of coarse breccia. This wedge records the transport and redeposition of cobbles by a high‐velocity unidirectional component of a combined flow. The increase in flow velocity in a restricted area is proposed to result from flow concentration in a channel‐like structure of the downwelling in the gulf formed by the basin. In more distal subzone 4c, the hydrodynamic effect of wave‐induced currents was quasi‐permanent, and brecciation by wave–sediment interaction occurred only episodically. This indicates that, seawards of the attenuation zone, hydrodynamic storm wave base was deeper than mechanical storm wave base. Uppermost Jurassic carbonates were deposited and soft‐sediment deformed on a hurricane‐dominated ramp of very gentle slope and characterized by a zone of storm wave degeneration, located seawards of a zone of sedimentation below wave base.