东北地区地质空间信息网格结点建设

利用空间信息网格技术,建立面向社会公众服务的地质空间信息共享与应用服务体系,实现东北地学数据的一体化空间数据资源组织、海量空间信息共享、高性能的协同分析处理、跨地域的空间数据服务与处理服务集成,为地质调查提供广泛有效的无障碍应用,实现多元主体形成的分布式基础数据真正共享.     

三江北段雁石坪地区成矿地球化学条件分析

在三江北段雁石坪地区1∶5万化探工作中,通过元素组合特征和特征元素异常组合的分析,对雁石坪地区基础地质进行讨论,认为区内有较大规模的中基性火山岩(次火山岩)分布;存在一定规模中酸性侵入岩或脉岩群;雁石坪断裂、温泉兵站断裂等为区内导岩、控岩的较深大断裂,楚多—查琼北西向断裂带为导矿、控矿断裂带;背斜构造成矿条件优于向斜构造。基于以上认识,认为该区成岩成矿作用与中基性、中酸性岩浆活动密切相关,中、低温热液成矿和铁铜多金属成矿总体上属火山岩型、沉积—改造型。     

嵩山地区新太古宙歪咀山岩体成因及其地质意义

嵩山是新太古宙TTG岩石出露的典型地区,新太古宙歪咀山片麻状奥长花岗岩分布于嵩山地区歪咀山一带,岩体呈灰白色,具中粒花岗结构,片麻状构造,局部发育条带状构造.富Na2O(4.08% ~ 5.30%)和SiO2(平均65%),贫Fe、Mg,Na2O/K2O值较高(1.5~3.9),Al2O3含量为14.14%~17.44%,平均为15.33%,>15%,显示为过铝质特征.ΣREE为121×10-6~267×10-6,重稀土亏损,轻重稀土强烈分异,Eu出现微弱负异常,具高的Sr含量,Cr、Yb、Y含量较低,与新生代高硅埃达克岩地球化学特征相似;岩石的Nb、Y、Rb、Th、La和Yb之间的关系特征和岛弧火山岩相似.地球化学特征表明歪咀山岩体是在高压下由俯冲的含水玄武质洋壳部分熔融形成.     

填土引发的桩基负摩阻力问题及其灌浆处理技术

阐述了填土地基的沉降计算方法，分析了填土引发桩基负摩阻力的机理及危害，探讨了采用压力灌浆技术加固填土地基、消除桩基负摩阻力、控制桩基沉降的加固机理、施工工艺和应用效果。     

斑岩铜矿中铂族元素的研究现状及展望

文章对当前国内外斑岩铜矿中铂族元素的研究现状进行了较为详细的阐述，指出研究与铂族元素矿化有关的斑岩铜矿的流体包裹体及其富集成矿过程，以及铂族元素对斑岩铜矿成矿环境，成岩岩浆的起源和成矿物质来源示踪是该领域的发展方向和前沿。     

新疆阿尔泰蒙库铁矿床的成矿流体及成矿作用

蒙库大型铁矿床赋存于上志留统—下泥盆统康布铁堡组变质火山-沉积岩系中,容矿岩石为石榴子石矽卡岩、变粒岩、浅粒岩和大理岩。矿体总体顺层分布,空间上与矽卡岩密切相关。研究表明,矽卡岩期石榴子石以发育玻璃质熔融包裹体、流体熔融包裹体和流体包裹体为特征,晚期矽卡岩阶段矿物中发育液相包裹体,变质期矿物中主要发育液相包裹体和含子矿物包裹体。矽卡岩期熔融包裹体的均一温度为1100℃,早期矽卡岩阶段流体包裹体均一温度变化于193～499℃,在450℃、350℃和230℃出现峰值。中期矽卡岩阶段均一温度变化于236～550℃,峰值为350℃。区域变质期均一温度介于132～513℃,在350℃、230℃和190℃出现峰值。流体包裹体的盐度w(NaCleq)介于1.23%～60.31%,流体密度变化于0.60～1.16g/cm3。石榴子石、石英和方解石的δ18OSMOW变化于0.2‰～8.4‰,δ18OH2O介于-5.1‰～5.33‰,δD为-127‰～-81‰,表明矽卡岩期成矿流体主要是岩浆水,混合少量大气降水;变质期流体主要为大气降水,为混合变质水。方解石δ13CPDB变化于-6.1‰～-2.3‰,表明流体中碳来自深部或地幔。成矿时代为早泥盆世早期(略晚于404～400Ma),成矿作用与矽卡岩的退化变质作用有关。     

The Role of Fracture Structure in Leachate Pollution at Landfills: A Case Study of a Landfill in Chongqing City

This paper studies a landfill where there are three faults running through. As serious pollution has occurred to the geological environment, the landfill is to be closed up and renovated. The paper aims to explore the role of fracture structure in leachate pollution at the landfill. The research was carried out in several stages. First, mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established. And then, the boundary conditions and parameters of the two mathematical models were determined. The groundwater level of the landfills was simulated in order to modify the two mathematical models. As a result, a feasible mathematical model was achieved. Based on this model, a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly, the impacts of the fracture structure on the pollution of leachate at the landfills could be identified. The study results show that while faults contribute to the migration of ieachate, they also serve as a confluence of leachate, thus further deteriorating the environment. The COD concentrations of the inside leachate and the outside leachate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post-renovation landfill. Therefore, measures must be taken to handle the ieachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.     

The Role of Fracture Structure in Leachate Pollution at Landfills： A Case Study of a Landfill in Chongqing City

This paper studies a landfill where there are three faults running through.As serious pollution has occurred to the geological environment,the landfill is to be closed up and renovated.The paper aims to explore the role of fracture structure in leachate pollution at the landfill.The research was carried out in several stages.First,mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established.And then,the boundary conditions and parameters of the two mathematical models were determined.The groundwater level of the landfills was simulated in order to modify the two mathematical models.As a result,a feasible mathematical model was achieved.Based on this model,a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly,the impacts of the fracture structure on the pollution of leachate at the landfills could be identified.The study results show that while faults contribute to the migration of leachate,they also serve as a confluence of leachate,thus further deteriorating the environment.The COD concentrations of the inside leachate and the outside leacbate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post.renovation landfill.Therefore,measures must be taken to handle the leachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.     

若尔盖县生活垃圾填埋场渗滤液回喷处理设计

结合当地蒸发量远大于降雨量的特点,在若尔盖县生活垃圾卫生填埋场渗滤液污染控制中采用了渗滤液循环回喷处理技术,可实现在填埋运营期渗滤液不外排,同时,结合工程设计,介绍了渗滤液产量的计算方法、处理系统的组成、回喷系统的设计以及构筑物设计等情况.     

沿空掘巷合理煤柱宽度综合分析与确定

在总结分析经验法、理论计算法、数值模拟法、现场实测等确定煤柱宽度方法优缺点的基础上,提出了采用现场实测和数值模拟相结合的方法来确定保留煤柱宽度。根据石炭井二矿生产实际,分别对巷道开挖前后,不同煤柱宽度下围岩应力、变形进行了模拟,同时利用21053工作面异型煤柱的有利条件,对不同煤柱宽度下巷道围岩变形、支护结构受力等进行了实测。经过对监测数据的分析,得出了巷道围岩变形、支护结构受力与煤柱宽度之间的关系,结合数值模拟结果,确定了石炭井二矿煤柱宽度。