http://www.sciencedirect.com/science/article/pii/S167498711100079X

Lower Paleozoic rocks exposed in various regions of Egypt (south central Sinai, north Eastern Desert and southwest Western Desert), in addition to occurring in the subsurface such as north Western Desert and the Gulf of Suez. The Lower Paleozoic rocks in Egypt include surface and subsurface rock units of formational status. The surface rock units are the Taba, Araba and Naqus formations. The subsurface rock units include the Shifa, Kohla and Basur formations. The Infracambrian Taba Formation has been discovered recently in the outcrops of the south eastern Sinai in the Taba-Ras El-Naqab area. It is missing and/or not recognized in the subsurface. The Taba Formation consists mainly of reddish brown, unfossiliferous gravelly fine-to medium-grained sandstones cemented by kaolinite and have subordinate beds of paleosols. The Cambrian Araba Formation and its subsurface equivalent (the Shifa Formation) are essentially composed of reddish brown, fine-grained laminated sandstone and siltstone with abundant Skolithos and Cruziana sp. In contrast, the Ordovician-Silurian Naqus Formation and its subsurface equivalents (Kohla Formation and Basur Formation) are mainly composed of white, unfossiliferous, cross-bedded, medium- to coarse-grained sandstones with haphazardly distributed pebbles and cobbles. Sedimentological analysis indicates that the Araba Formation and its equivalents were deposited in a marginal-marine environment, whereas the Naqus Formation and its equivalents were laid down in a fluvio-glacial environment. Integrated stratigraphic and sedimentological studies of the Lower Paleozoic rocks permit reconstruction of the paleogeography of Egypt at that time. Egypt has been largely controlled since the Cambrian by the pre-existing structural framework of the pre-Phanerozoic basement rocks inherited from the Late Proterozoic Pan-African event. Additionally, sedimentation processes were controlled during Cambro-Ordovician times by tectonic movements, whereas glacio-eustatic control predominated during the Late Ordovician-Silurian Period. These studies suggest that most areas of Egypt were exposed lands with episodically transgression by epicontinental seas related to the paleo-Tethys. These lands formed a part of a stable subsiding shelf at the northern Gondwana margin.     

云南双江白水河金矿成矿地质特征

白水河金矿属断裂构造控制的热液蚀变型金矿床,金矿体产于新元古界澜沧群变质岩区多期断裂的次级分支断裂破碎带内。沿构造带有辉绿岩脉、石英斑岩脉、煌斑岩脉侵入,首次在临沧地区新元古界澜沧群变质岩区找到金矿。     

ZDY12000LD型履带液压钻机机身立柱断裂分析

钻机立柱是煤矿井下设备工作重要的承载部件,其性能直接影响整车工作的安全性和可靠性。通过建立立柱三维模型,对ZDY12000LD型定向钻机立柱的有限元分析,在最大起拔力下对立柱进行强度校核。将原立柱材料Q345钢改为Q550钢,显著提高了立柱的力学性能,立柱可承受的弯曲应力提高了43%,变形量减小4%,承载能力和安全可靠性显著提高,增强了钻机运行的稳定性、安全性和可靠性。     

岩体结构统计均质区的划分

本文介绍由Ｍｉｌｌｅｒ提出的基本概率统计理论的关联表分析，结合施密特投影图研究岩体统计均质区的划分方法。对该法进行了适当的修改，编写了相应的计算机程序。并对三峡永久船闸地区的岩体结构，进行了岩体结构统计均质区的划分，获得了良好的效果。     

大兴安岭绿林林场一带兴华渡口岩群原岩恢复及大地构造环境探讨

兴华渡口岩群作为额尔古纳地块的基底,其变质年龄、原岩类型及大地构造背景一直是地质学家关注的热点。以大兴安岭北段绿林林场一带兴华渡口岩群作为研究对象,利用锆石U-Pb同位素测年限定了原岩的变质时代,结合岩相学与地球化学综合分析方法开展原岩恢复,并进一步讨论了其形成的大地构造背景。研究认为兴华渡口岩群主要由斜长角闪岩类、浅粒岩类、变粒岩类和石英岩类组成;斜长角闪岩类原岩为基性火山岩,浅粒岩类原岩为英安质凝灰岩,石英岩和变粒岩原岩为泥质粉砂岩;斜长角闪岩类亏损非活动性微量元素Ta、Nd、P,大地构造环境属岛弧环境;浅粒岩类主要亏损Ta、Nd、P、Sr、Ti等元素,形成于大陆边缘造山带环境。绿林林场一带兴华渡口岩群的变质年龄下限为774.1±3.8 Ma。      

塔里木盆地西南缘的岩石组合及其构造演化

塔里木盆地西南缘可划分为喀喇昆仑、西昆仑、塔里木等三个地层区和康西瓦、库地等两个缝合带。自震旦纪以来,该区经历了震旦纪—泥盆纪和石炭纪—第四纪两大构造旋回。对应每一旋回,喀喇昆仑地层区和塔里木地层区发育有被动大陆边缘盆地和碰撞造山两种类型的岩石组合。西昆仑地层区发育了被动大陆边缘盆地、俯冲消减带和碰撞造山等三种类型的岩石组合。康西瓦缝合带是康西瓦洋经历了震旦纪—中泥盆世和早石炭世—晚侏罗世两次开合后的遗迹,它既是喀喇昆仑和西昆仑两个地层区的分界线,又是羌塘和塔里木两个板块的分界线;库地缝合带则是库地洋经历早石炭世—早二叠世一次开合的遗迹,分割了西昆仑和塔里木这两个地层区。     

江西大湖塘矿田两期岩浆作用与钨成矿的关系: 来自锆石矿物地球化学的证据

大湖塘矿田是我国新发现的世界级钨多金属矿产资源基地,位于江南造山带中段,地处九岭山脉北部的武宁、修水、靖安三县交界区域,面积约500km²,储藏着近二百万吨WO₃资源（伴生Cu和Mo）。该区以晋宁期花岗岩类的大面积出露为特色,而燕山期花岗岩为全隐伏,前者作为矿田最主要的细脉-浸染型白钨矿的赋存载体,后者则在成岩时代上与钨成矿时间基本一致。两期岩浆岩对区内大规模钨成矿作用的贡献问题,及其内在成因联系问题具有重要的研究意义。本文在矿田地质和岩石地球化学研究基础上,以锆石的矿物地球化学研究为切入点,对晋宁期和燕山期花岗岩类的年代学、Hf同位素、微量元素特征进行系统的对比研究。结果显示,大湖塘矿田石门寺花岗岩成岩时代为147.7Ma、靖安钨矿成矿时代为134.9Ma、赋矿花岗岩成岩时代为815.8Ma,两个时代的岩浆岩均为过铝质S型花岗岩系列;更有意义的是,燕山期花岗岩（石门寺）中发现多颗继承锆石,且继承锆石与晋宁期岩浆锆石具有相近的Hf同位素和微量元素组成,这指示燕山期花岗岩与晋宁期花岗岩具有亲缘关系,包括晋宁期花岗岩在内的中新元古代基底岩石可能参与了该区中生代花岗岩的源区重熔。锆石微量元素特征表明,这两期重熔的岩浆结晶温度都在700℃左右,经历了低氧逸度、水近饱和条件下的熔融。晋宁期花岗岩富含W、Ca等成矿所需元素,在中生代华南岩石圈地幔上涌导致的中上地壳大规模熔融的背景下,燕山期岩浆期后含矿热液与晋宁期花岗岩围岩发生交代,成为本区大型白钨矿为主的钨多金属矿床形成的必要条件。

     

嵌岩桩水平承载性能影响因素模拟分析

嵌岩桩目前广泛应用于岩土工程中来承受水平荷载,但如何准确分析其水平承载性能仍是工程难题。本文采用FLAC^3D软件建立水平受荷嵌岩桩数值模拟模型,将模拟结果与实测结果进行对比。在验证了数值模拟方法及结果正确的基础上,分析岩体参数（岩体弹性模量E、黏聚力c、内摩擦角φ）、桩径、露头高度、嵌岩深度和桩身混凝土强度对其水平承载性能的影响。结果表明,岩体E、c、φ的增加可提高桩的水平承载力,E在桩体受力开始时便影响其水平承载能力,c、φ则在岩体进入塑性阶段后产生影响;桩径对桩的水平承载性能影响显著;桩身嵌岩深度的影响存在临界值,本次模拟中当嵌岩深度超过3倍桩径后,其水平承载能力的提高缓慢;桩身混凝土强度的提高可增强桩的水平承载能力,但效果不明显。露头高度的增加会降低桩的水平承载性能。本文从岩体和桩体两个方面出发,克服了以往影响因素选择不够全面的不足,其研究成果可为今后工程中嵌岩桩的设计提供参考。     

岩体质量分级的风险分析方法

提出了基于RMR岩体质量分级系统的岩体质量研究风险分析方法。该方法分析步骤如下 :(1)通过岩芯样品的现场观测和实验室试验获得分类所需的变量 ;(2 )统计分析拟合得出各变量的分布函数及参数 ;(3)运用Monte Carlo模拟方法获得 2万个RMR值 ,并将结果绘成岩体质量描述图 ;(4)利用以上结果作出岩体质量风险分析评价。该方法用于润扬长江公路大桥岩体质量评价研究获得良好效果     

Displacement velocity effects on rock fracture shear strengths

Triaxial shear tests are performed to assess the effects of displacement velocity and confining pressure on shear strengths and dilations of tension-induced fractures and smooth saw-cut surfaces prepared in granite, sandstone and marl specimens. A polyaxial load frame is used to apply confining pressures between 1 and 18 MPa with displacement velocities ranging from 1.15 × 10⁻⁵ to 1.15 × 10⁻² mm/s. The results indicate that the shearing resistances of smooth saw-cut surfaces tend to be independent of the displacement velocity and confining pressure. Under each confinement the peak and residual shear strengths and dilation rates of rough fractures increase with displacement velocities. The sheared-off areas increase when the confining pressure increases, and the displacement rate decreases. The velocity-dependent shear strengths tend to act more under high confining pressures for the rough fractures in strong rock (granite) than for the smoother fractures in weaker rocks (sandstone and marl). An empirical criterion that explicitly incorporates the effects of shear velocity is proposed to describe the peak and residual shear strengths. The criterion fits well to the test results for the three tested rocks.