陕西洛川黄土-古土壤剖面中伊利石结晶度——黄土物质来源和古气候环境的指示

伊利石是我国黄土和古土壤中最主要的粘土矿物。本文选择陕西洛川黄土-古土壤国际典型剖面为研究对象,通过测定伊利石的结晶度(Kubler指数)、Srodon峰强比值(Ir)和2M_1多型含量,发现黄土物质的起源与中高温(>280℃)地质环境有关;黄土样品中伊利石结晶度值为0.25°2θ(Cu Ka),古土壤样品中伊利石结晶度值大于0.27°2θ(Cu Ka);黄土和古土壤中伊利石结晶度值的差别,是由于古土壤中伊利石含少量的膨胀层,而黄土样品中的伊利石不含有膨胀层而引起的。古土壤中伊利石的膨胀层的成因,与伊利石     

辽西建昌碱性粗面岩的年代学及岩石成因研究

义县组火山岩在辽话分布广泛,研究区碱性粗面岩位于建昌地区义县组火山岩的顶部,详细的年代学及地球化学研究表明,锆石u—Pb年龄为（120．3±1．5）Ma,具有较高的SiO2：和碱含量,ω（SiO2）=63．52％～65．94％,ω（Na20＋K2O）=9．63％一10．15％,ω（Na20）／ω（K20）为0．96～1．08,属于高钾碱性岩系列,同时具有较低的ω（MgO）（0．75％～1．05％）,稀土配分模式为轻稀土富集,重稀土亏损的右倾型模式（La／Yb）n=8．96～12．02）,较弱的正Eu异常（δEu=1．07—1．16）,相容元素Cr（1．46×10^6～4．15X10^6）、c0（19．8X10^6。～45．9X10^6）和Ni（0．100x10^6～1．55×10^6）含量低。微量元素蛛网图显示明显的Ba和Pb正异常,以及Sr、Ti和Y负异常,此外,zr和Hf显示一定的正异常。认为碱性岩形成于拉张的构造环境,且来源深度较大,是壳幔相互作用的结果,研究区火山岩是经过强烈橄榄石、斜方辉石和单斜辉石结晶分异的富集地幔岩浆上升底侵至下地壳,并经历同化混染和部分熔融,然后沿着深大断裂喷发至地表。     

多元正态总体假设检验在矿化带识别中的应用

根据北瓦地区岩心样品的地球化学数据处理结果,介绍多元正态总体假设检验方法与对应分析相结合在该区铅锌矿化带识别中的应用。从全体数据的对应分析结果出发,将见矿钻孔的样品得分值经稳健处理后作为铅锌矿化带的已知样本,并以马氏距离为统计量对未见矿钻孔的样品进行识别,在一定信度下作出了该区已知铅锌矿化带在深部存在较有意义延伸的统计推断。     

Damage model for jointed rock mass and its application to tunnelling

This paper establishes an anisotropic nonlinear damage model in strain space to describe the behavior of jointed rock and applies it to mechanical analysis of tunnelling. This work focuses on rate-independent and small-deformation behavior during static isothermal processes. The prime results include: (1) the properties of damage-dependent elasticity tensors based on geological information of the jointed rock mass; (2) the damage evolution law presented on the basis of thermodynamics and combined with endochronic theory; and (3) the global damage tensor based on the work-equivalence principle and the local geological data of multi-joint sets. Finally the numerical results of a tunnel intersection in jointed rock is presented to illustrate the mechanical behavior of this model.     

高压实膨润土热湿力性能测试

本文介绍了高压实样品的制样特点,测试了高压实膨润土样的导热系数,热膨胀系数,对高压实膨润土热湿力特性研究有较大参考价值。     

聚能爆破在石材切割应用中的试验研究

摘 要 简单分析了聚能爆破装药在孔内爆破的力学效应‚阐明了聚能爆破对岩石定向破裂 的控制机理。在聚能爆破切割石材过程中‚聚能射流起到前期切割出定向裂缝的作用‚石材 的最终开裂由后期爆破产生的气体的准静态胀楔作用来完成。通过提高炸药爆速、增大装药 密度等方法可以提高聚能装药爆炸后形成射流的能量和改善聚能爆破切割石材的效果。     

清江高坝洲地区古岩溶角砾岩特征及形成条件

古岩溶角砾岩是在特定的地质和水文地质条件下形成的沉积岩,是记录岩溶发育环境和形成时代的“化石”通过对高坝洲地区古岩溶角砾岩发育特征及取样分析测试研究,查明该类岩角砾岩属于岩溶崩塌角砾岩,胶结物方解石晶体是中低温热水溶液中ＣａＣＯ３沉淀形成的,形成时间是上新世。     

鄂尔多斯盆地陕北斜坡延长区块储层流体识别

延长油田区块位于鄂尔多斯盆地陕北斜坡东部延安单斜的中间部位,为研究天然气储层及储层中高含气分布区,2008年在延长油田区块内完成三维地震勘探344km2。本文对三维地震资料应用吸收系数、频谱分解、振幅衰减等地震属性进行流体识别试验。试验结果表明振幅衰减对含气层段异常响应相对敏感,吸收系数对高含气层段有一定反映。利用天然气储层各层段振幅衰减极大值,参考吸收系数剖面的高值层段,分析预测了三维区块含气概率高的平面分布区,2009年在预测的含气概率高分布区进行了探井验证,取得了比较理想的效果。     

Assessment of frozen-ground conditions for engineering geology along the Qinghai–Tibet highway and railway, China

The Qinghai–Tibet Highway and Railway (the Corridor) across the Qinghai–Tibet Plateau traverses 670 km of permafrost and seasonally frozen-ground in the interior of the Plateau, which is sensitive to climatic and anthropogenic environmental changes. The frozen-ground conditions for engineering geology along the Corridor is complicated by the variability in the near-surface lithology, and the mosaic presence of warm permafrost and talik in a periglacial environment. Differential settlement is the major frost-effect problem encountered over permafrost areas. The traditional classification of frozen ground based on the areal distribution of permafrost is too generalized for engineering purposes and a more refined classification is necessary for engineering design and construction. A proposed classification of 51 zones, sub-zones, and sections of frozen ground has been widely adopted for the design and construction of foundations in the portion of the Corridor studied. The mean annual ground temperature (MAGT), near-surface soil types and moisture content, and active faults and topography are most commonly the primary controlling factors in this classification. However, other factors, such as local microreliefs, drainage conditions, and snow and vegetation covers also exert important influences on the features of frozen ground. About 60% of the total length of the Corridor studied possesses reasonably good frozen-ground conditions, which do not need special mitigative measures for frost hazards. However, other sections, such as warm and ice-rich or -saturated permafrost, particularly in the sections in wetlands, ground improvement measures such as elevated land bridges and passive or proactive cooling techniques need to be applied to ensure the long-term stability of thermally unstable, thick permafrost subsoils, and/or refill with non-frost-susceptible soils. Due to the long-history of the construction and management of the Corridor by various government departments, adverse impacts of construction and operation on the permafrost environment have been resulted. It is recommended that an integrated, executable plan for the routing of major construction projects within this transportation corridor be established and long-term monitoring networks installed for evaluating and mitigating the impact from anthropogenic and climatic changes in frozen-ground conditions.