奠基岩石封闭应力假说的气体包裹体和膨胀能力

陈宗基先生在1979年提出了封闭应力假说,认为它是岩石工程灾害的原因。近年来,钱七虎院士和王思敬院士分别对封闭应力假说作了肯定的定性讨论。30多年过去了,这个封闭应力假说仅得到极其少的定量研究和发展。在本文中,我提出和试图论证流体包裹体是一种具体、实在、可测量和计算的应力包裹体。它在地质岩石与矿物中普遍存在。它有压强和体积膨胀能。它是一种封闭应力和内应变能的具体存在和作用形式。我给出了这个压强、体积膨胀能和封闭应力包裹体对围岩作用的计算公式和算例。这个包裹流体压强值与深部岩石高地应力场值相当。我进一步分析和讨论了,岩石微小、密封、压紧的流体包裹体应该是深部工程岩石开挖洞室或巷道出现的岩爆、冲击地压、矿震、洞壁劈裂、围岩分区破裂和巷道大变形的一个共同张性体积力源。我认为,这个地质岩石与矿物内紧压膨胀的流体包裹体封闭应力能够完整逻辑一致地、符合自然规律地解释人们所见到的、报道的、与这些深部工程灾害相关的所有事实。并且,它能将这些事实和现象合理地、随时间演变地联系和重塑起来。这种实在、可测试、可定量的封闭应力源和能源的提出和研究能为岩石力学工作者,更好地沿着老一辈岩石力学专家们指引的途径和思路,来建立新的地质岩石力学理论、方法和技术,以更加符合自然规律地解决岩石力学领域世界性难题的深部工程灾害问题。     

金川二矿区多中段开采对地表岩移的影响研究

金川二矿区多中段开采曾引起了许多研究焦点,尤其是多中段开采导致的围岩变形和灾变问题最为突出。本文以多年地表监测的结果验证了多中段开采至结束期间并没有造成地表岩体变形的异常或突变。研究认为开挖的地质力学模型内所赋存的岩体应变能是一定值,开挖活动是能量耗散和转移的动态过程。因此,在构造应力影响的开挖力学模型中,不能采用外力边界条件而应采用位移边界条件。小步距开采-充填有利于避免大幅度的岩移发生,矿岩才保持了相对缓慢的低能量释放率的松动、破裂,是矿岩未发生大的灾变失稳的关键因素。最后指出,地表岩移速率大小主要与地下开采速度和采充比有关,在金川二矿地下开采速度和采充比基本保持不变的情况下,地表岩体移动、变形速率不会发生突变现象。     

Geological controls on rock mass classification of coal from Huntly East Mine, New Zealand

Rock Mass Rating (RMR) measurements from 65 sites within Huntly East underground coal mine are presented. All measurements are in coal, for which the dominant discontinuities are vertical cleat. Basic RMR values using two discontinuity spacings are presented: overall RMR based on the average spacing of all individual discontinuities; and cleat zone RMR based on the average spacing between zones of cleat. Cleat orientations are highly variable, but on average approximately parallel horizontal stress axes (face cleat follows maximum horizontal stress axis, butt cleat follows minimum horizontal stress axis).Contours of RMR variations throughout the mine are used to compare rock mass conditions with geological structure. It is apparent that: (1) RMR is least within downthrown fault blocks, and particularly immediately on the downthrown sides of faults, and greatest in upthrown fault blocks; and (2) RMR contours parallel horizontal stress axes within fault-bounded blocks, and bend to parallel faults at block boundaries. From similar contours for parameters contributing to RMR, the Rock Quality Designation (RQD), groundwater rating, and discontinuity condition rating create most of the observed variations in RMR. RQD is determined from the measured discontinuity frequency and hence is a measure of the degree of fracturing of the rock mass. This is interpreted as influencing the groundwater and condition parameters directly by allowing greater water ingress. Discontinuity frequency is greatest (least spacing) in the immediate vicinity of faults, and in downthrown fault blocks, generating low RMR values. Within fault blocks RQD varies little, so RMR contours align with cleat orientations.As RMR contours, faults, stress field and cleat orientation are clearly interrelated, there is unequivocally a connection between RMR and structural geology; this allows some predictive capacity in terms of ground conditions. If geological features can be accurately defined through either drilling programs or seismic surveys, then ground conditions may be predicted before panels are driven.     

The introduction of neural network system and its applications in rock engineering

The neural network system has been developing very fast recently. It has been widely used in many industries such as automation, nuclear power plant, chemical industry, etc. Neural network systems have a great advantage in dealing with problems in which many factors influence the process and result, and the understanding of this process is poor, and there are experimental data or field data. In rock engineering, many problems are of this nature. In this paper, a brief introduction to neural network systems is given. Problems such as what is a neural network, how it works and what kind of advantages it has are discussed. After this, several applications in rock engineering, made by us, are presented. Case 1 is ore boundary delineation. In this case, the rock are divided into three classes, i.e.: (1) waste rock; (2) semi-ore; and (3) ore for mining purposes. The neural network system built can judge whether it is ore, semi-ore or waste rock along the borehole according its corresponding geophysical logging data, such as gamma-ray, gamma-gamma, neutron and resistivity. Case 2 is aggregate quality prediction. In this case, the quality parameters: (1) impact value; (2) abrasion value I; and (3) abrasion value II are predicted by using a neural network system based on density, point load, content of quarts and content of brittle minerals. Case 3 is rock indentation depth prediction. In this case, the rock indentation depth under indentation load is predicted by the established neural network system based on the indentation load on rock, indenter type and rock mechanical properties, such as uniaxial compressive strength, Young's modulus. Poisson's ratio, critical energy release rate and density. In all these cases, the neural network systems have been applied successfully. The testing results are satisfactory and better than the existing techniques.     

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.     

保山西邑铅锌矿采选工程RQD与RBI对比研究

用岩石质量指标和岩体块度指数的理论,对钻孔岩心实测资料进行分析和对比研究,对钻孔周围岩体进行分级。结果表明:岩体块度指数在岩石质量评价中能更准确地反映其优越性,具有更为显著的工程意义。     

埋藏岩溶洞穴垮塌深度定量图版及其在碳酸盐岩缝洞型储层地质评价预测中的意义

通过对岩溶洞穴垮塌的岩石力学原理及塔里木盆地奥陶系实钻资料的分析,基本明确了洞穴埋藏垮塌的控制因素是岩石抗弯强度、洞穴尺度、洞穴距风化暴露面的距离等,并得到了洞穴垮塌深度的定量图版。该图版对于钻前预测现今埋藏于地下的碳酸盐岩洞穴是否已经垮塌、洞穴埋藏演化史精确恢复以及对裂缝—洞穴型储层的评价预测具有较强的实践意义。     

云南保山从干树金矿控矿条件及矿床成因讨论

从干树金矿赋存于怒江构造带高黎贡山岩群变质岩系中,有两个明显的次级矿化带,具多期次成矿作用特点:前期可能为沉积变质赋矿,后期为剪切(构造热液)成矿。晚期在浅部风化淋滤富集。剪切作用形成的金矿是主体。     

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。