滇东北下寒武统黑色岩系钼、镍矿床特征及找矿前景

滇东北地区钼镍多金属矿床主要产于下寒武统筇竹寺组黑色页岩、黑色粉砂岩地层中,矿体与围岩界线明显,呈似层状、层状产出,为层控矿床。矿体厚度薄、品位高,但往深部有变富、变厚的趋势.     

岩石在单轴压力环境下电阻率变化的研究

主要研究了煤矿中常见的石英砂岩和石灰岩等,在受不同的单轴压应力的环境下,其电阻率变化的一些规律。通过对实验数据的分析,说明了岩体的电阻率是表征岩体发生变化时一个十分敏感的参数,为利用岩体电阻率来预测煤层顶底板的稳定性进行了基础性的研究。     

Rock Stress,Rock Stress Measurements,and the Integrated Stress Determination Method (ISDM)

The primary objectives of this work are to (1) improve the understanding of the prevailing stress distribution at the Äspö Hard Rock Laboratory (HRL) in SE Sweden by employing an integrated stress determination approach, and in order to accomplish this (2) extend the existing stress integration methodology denominated integrated stress determination method (ISDM; Cornet in Comprehensive Rock Engineering vol 3, Pergamon Press, Oxford, pp 413–432, 1993a). The new developments of the ISDM involve a 12-parameter representation of the regional stress field in the rock mass (i.e., the full stress tensor and its variation with depth) that is applicable to hydraulic stress data (sleeve fracturing, hydraulic fracturing, and hydraulic tests on pre-existing fractures), overcoring data (CSIR- and CSIRO-type of devices), and to combinations of hydraulic and overcoring stress data. For the latter case, the elastic parameters of the overcoring technique may be solved in situ by allowing the hydraulic stress data to constrain them. As a result, the problem then involves 14 model parameters. Results from the study show that the ISDM effectively improves the precision of the prevailing stress field determination and that it is especially powerful for identification of consistencies/inconsistencies in an existing data set. Indeed, this is the very basic premise and goal of stress integration; combine all available data to achieve as complete a characterization of the mechanical stress model as possible, and not to identify a solution that fits only loosely the maximum amount of stress data.     

陕西旬阳县210国道6号边坡变形特征初步研究

通过现场工程地质勘探、室内物理力学实验并利用FLAC2D数值分析软件对陕西旬阳县某堆积层边坡进行变形特征的实例分析,考查了坡体岩土体的粘聚力、内摩擦角数值与坡脚开挖深度的变化后,得出浅层岩土体较深层岩土体的滑动趋势与滑动位移均较大,并且浅层岩土体滑移变形对深层岩土体具有牵引力作用。最后对该类型堆积层坡体滑动的防治措施提出了一些看法。     

胶北地体地壳演化：玲珑黑云母花岗岩继承锆石U-Pb年龄、微量元素和Hf同位素证据

胶北地体晚侏罗世下地壳重熔的玲珑黑云母花岗岩大面积出露,其中残留有大量继承锆石,记录了多期热事件,为复杂的地壳演化过程提供了重要线索。论文通过分析玲珑黑云母花岗岩中继承锆石的U-Pb年龄、微量元素和Hf同位素组成,探讨了胶北地体的地壳演化历史。结果显示胶北地体前寒武纪经历了~2.9Ga和~2.7Ga两期主要的地壳生长事件,~2.5Ga和2.2~1.8Ga两期地壳重熔改造事件,~2.5Ga和1.95~1.8Ga两期变质事件。~2.9Ga的岩浆作用形成于岛弧环境,~2.7Ga岩浆活动与下地壳基性物质的部分熔融有关,~2.5Ga发生的岩浆和变质事件与地幔柱底侵作用有关,并有同时期的表壳岩组合-胶东岩群形成。~2.1Ga地壳处于拉张状态,伴有与裂谷活动有关的双峰式岩浆作用,荆山群和粉子山群开始沉积,而后1.95~1.8Ga发生碰撞造山运动,胶北所有早前寒武纪岩石单元卷入此次事件,并发生变质作用。自此之后,直至二叠纪末,胶北处于岩浆活动的沉寂期,但于~1.7Ga和~1.0Ga发生沉积作用,形成芝罘群和蓬莱群。二叠纪末扬子板块向北俯冲于华北克拉通之下,并于三叠纪与华北克拉通发生陆陆碰撞作用,致使扬子板块北缘新元古代花岗岩发生超高压变质,形成苏鲁超高压变质带,之后超高压变质岩发生折返。玲珑黑云母花岗岩复杂的继承锆石组成可能表征了前寒武纪岩石卷入陆-陆碰撞事件而发生再循环作用。     

北京昌平十三陵钻孔地应力测量与实时监测在断层活动危险性分析中的应用探讨

本文尝试运用北京昌平十三陵钻孔98 m深度原地应力测量和实时监测数据,依据弹性力学应力张量叠加原理,计算得到不同时段地应力结果;根据断层滑动摩擦准则,探讨南口山前断裂活动性,对了解该区地震危险性有重要的意义。原地应力测量与实时监测计算结果表明:在2010年1月初和2013年3月31日,最大水平主应力平均值分别为5.30 MPa和7.56 MPa,呈增加趋势;最大水平主应力方向也由NNW逐渐过渡到NE至近EW向。断层面上剪应力与正应力的比值结果显示:在2010年1月初和2013年3月底,平均比值分别为0.12和0.22,虽均没有达到断层面临界滑动摩擦系数0.6,但其显示出的增加趋势在一定程度上反映了该地区构造活动有增强的迹象,该现象值得关注。     

Rock fall hazard control along a section of railway based on quantified risk

Rock falls represent a large percentage of landslide-related hazards reported by Canadian railways in mountainous terrain. A 54.7?km-long section of railway through the Canadian Cordillera is examined that experiences, on average, 18 rock falls each year. An approach for rock fall hazard management is developed based on quantified risk. The approach focuses on defining railway operation procedures (freight train operations and track maintenance) that comply with quantified risks. Weather-based criteria that define periods when rock falls are more likely to occur along the study area are examined. These criteria are used herein to reduce exposure to rock falls and reduce their consequences. Several freight train operation strategies are proposed that comply with a tolerable level of risk adopted in this study for illustrative purposes. The approach provides a simple, flexible and practical strategy for railway operations that can be regularly adopted by the operators, and that is based on a more comprehensive assessment of quantified risk.     

节理型黄土开挖边坡塌滑破坏机理

黄土节理控制着黄土区地下水或者地表水的运输通道,黄土节理的发育致使黄土节理扩张为局部大的拉张裂隙,在拉张力作用下使得黄土高原地区塌滑灾害频繁发生。通过野外调查和分析,提出了黄土开挖边坡塌滑破坏可分为4个阶段:坡脚侵蚀剥落阶段、坡顶拉裂阶段、垂直裂隙扩展阶段、边坡整体塌滑破坏阶段。结合工程实例,通过概化的三维数值分析模型,使用岩土工程软件FLAC3D模拟分析了在3种降雨量条件(40 mm/d、80 mm/d、100 mm/d)下,降雨2 d后概化模型的塌滑破坏情况,这可为工程地质条件相同地区的黄土开挖边坡塌滑变形破坏的分析以及防治提供一种有效分析范例。     

The use of inclined hemisphere projections for analyzing failure mechanisms in discontinuous rocks

This paper demonstrates the advantages of using inclined stereographic projections in kinematic analysis of rock blocks in discontinuous rock masses. Some examples of limiting cases are presented. The application of inclined projections is illustrated by its use in a mine slope in Brazil. It is clear from the discussion of these examples that inclined hemisphere projections provide better results than horizontal projections. It is also demonstrated that horizontal projections can lead to incorrect results in limiting cases.     

鲁西地区煤田滑动构造特征

通过对鲁西地区煤田的主滑面和次级滑面构造特征的分析,总结了次级滑面的发育型式对煤层赋存状况的影响。结合区域火山活动和构造演化认为,该滑动构造为伸展背景下的掀斜断块型,其滑动时间为白垩纪—新生代。