Geochemical Features and Tectonic Settings of Upper Ordovician Marine Volcanic Rocks on North Margin of Qaidam

ＩＮＴＲＯＤＵＣＴＩＯＮＡＮＤＢＲＩＥＦＧＥＯＬＯＧＩＣＡＬＤＥＳＣＲＩＰ┐ＴＩＯＮＳＴｈｅＵｐｐｅｒＯｒｄｏｖｉｃｉａｎｍａｒｉｎｅｖｏｌｃａｎｉｃｒｏｃｋｓｏｎｔｈｅｎｏｒｔｈｍａｒｇｉｎｏｆＱａｉｄａｍｈａｖｅｂｅｅｎｒｅｐｅａｔｅｄｌｙｄｉｓ...     

Fracture plane control in rock blasting

ＩＮＴＲＯＤＵＣＴＩＯＮＴｕｎｎｅｌｅｘｃａｖａｔｉｏｎｂｙｂｌａｓｔｉｎｇｍｅｔｈｏｄｉｎｈａｒｄｒｏｃｋｉｓｕｓｕａｌｙａｃｃｏｍｐｌｉｓｈｅｄｗｉｔｈａｄｒｉｌａｎｄｂｌａｓｔｐｒｏｃｅｄｕｒｅｗｈｅｒｅａｂｏｒｅｈｏｌｅｉｓｄｒｉｌｅｄｉｎｔ...     

福建地壳各岩类铜元素丰度及铜的矿源层（岩）讨论

根据福建省最新岩石测量成果得出的各岩类铜元素丰度,讨论和初步确定了福建铜的矿源层（岩）。提出可按照丰度值高低,铜的初始赋存状态与被解离的难易,有无矿床（点）及具找矿意义的异常产出这３项因素,进一步将矿源层（岩）划分为较可靠的、可能的和潜在的３个级别。     

裂谷盆地生油层中火山岩及其矿物与有机质的相互作用——油气生成的催化和加氢作用研究进展及展望

我国裂谷盆地生油层中常有火山岩发育。在研究它们共生模式的基础上,利用地球化学和模拟实验等手段探索埋藏成岩期火山矿物与有机质的相互作用。初步成果表明,一些火山矿物对有机质生烃具有催化和加氢作用,可以使生油岩在较低温度和压力条件下生成较多的油气。但是不同火山矿物对油气生成的催化加氢效果及其动力学特征、这种成因类型的油气识别方法、成藏模式等,还需深入研究。因此,本研究对于丰富油气成因理论、提供新的找油领域具有重要意义。     

姚楼井田B煤防水煤岩柱留设研究

根据姚楼井田地质勘探所取得的资料,分析了Ｂ煤开采上覆岩土层的水文地质结构及工程地质特征,对该井田厚松散层含水层下近露头带开采的防水煤岩柱尺寸作出了评价,为开采设计提供了初步依据。     

哀牢山变质带元江──墨江剖面岩石的纵波波速特征及其地质意义

依据研究区的地热梯度（25℃／km）,在高温高压（最高温度为1050℃,最高压力为1.2GPa）条件下系统测量了横穿红河-哀牢山断裂带的元江-墨江地质剖面上的哀牢山岩群各类变质岩（千枚岩、片岩、浅粒岩、变粒岩、大理岩和片麻岩）的纵波速度．实验结果表明,不同岩类的纵波速度随温度压力变化的趋势不同．在相当于衷牢山岩群变质岩峰期变质温度和压力条件下（P=0．4-0.8GPa,T=35-700℃）,测得大部分岩石的纵波速度为5．50－5．80km／s,这一纵波速度值与区域地球物理测深揭示的中地壳低速层的纵波速度相当因此,结合该区变质岩、地壳内热状态及地球物理测深研究成果可初步认为：组成哀牢山岩群的浅粒岩、变粒岩、酸性片麻岩以及部分千枚岩、片岩为该地区中地壳低速层的主要岩石类型．     

Some foundation stability problems of the railway bridge over the Mala Rijeka

SummarySome Foundation Stability Problems of the Railway Bridge over the Mala Rijeka The authors presented an outlay of problems occurring in estimating the stability of rocky slopes loaded by large vertical forces. General attitudes, kept by the authors during the stability analysis for an actual case — foundation of piers No. 3 and 4 of the railway bridge across the Mala Rijeka, are also presented. The results of calculation as well as the advantages of the approach applied are outlined in the paper. Finally, general conclusions are drawn regarding the method to be kept in solving the stability of slopes loaded by large artificial loading.With 7 Figures     

Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels

This paper presents algorithms for determining the vertices of the maximum removable block (MB) created by a joint pyramid (JP) around a tunnel when discontinuities are fully persistent. It is shown that an MB cannot be formed by more than 4 discontinuities and this drastically limits the proliferation of rock blocks that need to be analysed. The non‐convex block obtained after the MB is tunnelled through (real maximum block, RMB) is partitioned into a set of tetrahedra, and procedures are given for determining the vertices of these tetrahedra. Geometric and inertia quantities needed for stability analysis and support/reinforcement design are determined as functions of the calculated vertices' co‐ordinates. These quantities are: RMB's volume, face areas, perimeter of the excavated surface, centroid and inertia tensor. The algorithms for their calculation are at least two times faster than other algorithms previously proposed in other applications. It is shown that the formulations presented by Goodman and Shi for translational analysis and by Tonon for rotatability analysis can be used to analyse the RMBs using the geometric quantities presented. A numerical example is presented among those used to verify these analytical procedures and their implementation. Copyright © 2006 John Wiley & Sons, Ltd.     

The effect of heterogeneous stress and strain on metamorphic fluid flow,Mary Kathleen,Australia, and a model for large-scale fluid circulation *

In the Proterozoic Mary Kathleen Fold Belt, northern Australia, infiltration of large volumes of externally derived fluid occurred synchronously with regional amphibolite-facies metamorphism and deformation. This paper develops a model of structurally controlled fluid migration by comparing the distribution of fossil fluid pathways with the inferred stress and strain patterns during the deformation. Intense fluid flow was localized within strong, relatively brittle meta-intrusive bodies, and in discrete, veined, brecciated and altered zones around their margins. In metasediments folded in a ductile manner outside these areas, fluid infiltration was negligible. The direct correlation between structural styles and the magnitude of veining and metasomatism suggests control of permeability enhancement, and hence fluid flow, by deformation. Finite difference modelling of a strong body in a weaker matrix has been used to evaluate the variation of stresses during the deformation, from which it is clear that stress and strain heterogeneities have systematically influenced the development and maintenance of metamorphic fluid pathways. Particular regions in which mean stress may be significantly lower than the average lithostatic pressures include the ‘strain shadow’zones adjacent to the strong bodies, other dilatant zones around the bodies, and the bodies themselves. This geometry is favourable not only for localized brittle deformation under amphilobite facies conditions, but also for focused fluid flow in the low mean stress regions, as evidenced by the abundance of veins. Fluid access through these metamorphic aquifers occurred during tensile failure episodes, with particularly large dilations and decimetre-scale veining in areas of strain incompatibility. It appears likely that fluid circulated many times through the Fold Belt, with flow concentrated in the metamorphic aquifers. A model is developed that explains both the structurally focused fluid flow and the postulated multi-pass recirculation by dilatancy pumping, the ‘pump engines’comprising the low mean stress zones.     

Hydrogeology of limited aquifer in a granitic terrain

 Detailed hydrogeological studies in a granitic micro-watershed have been carried out to determine the extent, behavior, and characteristics of the aquifer. The study includes analysis of lithologs, drill time log, pumping tests, and slug tests. Realistic field conditions have been taken into account for characterizing the aquifer system. Slug tests were carried out to estimate aquifer parameters at the wells which could not sustain pumping. Received: 20 November 1997 · Accepted: 23 February 1998