门克庆井田水文地质条件对矿井开采顺序的影响

门克庆矿井水文地质类型为\     

建筑在强震下横拉承压力钢筋负荷测量

在强震状态下,建筑物的横拉承压受力较为复杂,另外由于建筑物形状及在地震中受力面积大小不同,在强震下造成碰撞大小影响不一导致其横拉承压力的随机复杂性十分突出。传统的建筑承压负荷检测方法中钢筋负荷受力测量能力不足,检测结果易出现误差。将建筑钢筋的机械性能设为理想弹塑性,利用建筑物横拉承压力钢筋负荷测量方法,对不同结构、不同工况的建筑钢筋载荷的变化规律进行测试分析,结合建筑局部承压特点和整体结构聚力方式,设计横拉承压力钢筋负荷检测方法,并进行仿真实验,结果表明该方法模型所得数据更加精准,有良好的适用性。     

“构造附加静水压力”及其应用

提出地壳任一点静水压力部分是由重力所附加的静水压力和由构造作用力所附加的静水压力叠合而成的。处在挤压变形带、剪切变形带到引张变形带（及地域）中岩石所承受的构造附加静水压力有逐次变小的规律性。构造叠加致使同一地壳深度的水平面上静水压力值不相等,这种压力梯度是流体及油气长距离水平运移的主要原因。建立岩石矿床形成深度的构造校正测算方法,并提出构造物理化学成矿的新认识。     

古—中生代之交的全球变化与生物效应

古—中生代之交是显生宙以来最大的一次生物绝灭期 ,其形成机制一直是地学界长期探讨的热点课题之一。地史重大转折期是地球内、外各圈层长期作用下 ,各种量变达到阀值 ,加之可能的外因激化 ,在短时间内以连锁反应形式相继质变 ,形成了全球变化 (包括生物绝灭 )的地球突变期。文中从可能的外因 (外星体撞击事件 )及内因 (岩石圈的变化 ,地球表层的变化和生物圈的变化 )两个方面探讨了古—中生代之交的全球变化与生物效应     

Rare Earth and Metal Geochemistry of Land and Submarine Phosphorites in the Baja California Peninsula,Mexico

The geochemical composition of phosphorites and phosphatic sediments in the Baja California peninsula is studied and used to assess the environment in which phosphogenesis took place. The deposits are classified in three groups: (1) stratified phosphorites, (2) phosphatic sandy sediments from beaches and dunes, and (3) submarine sediments. Some of the elements that might have substituted Ca and PO₄ during francolite mineralization were studied by means of ICP-AES. Significant differences are seen in the concentration of these metals (e.g., Cr = 72-406 μg g^?1 and V = 17-198 μg g^?1), indicating that their concentration is not only controlled by the P₂O₅ concentration, but also by paleo-environmental conditions existing during francolite precipitation. Shale normalized REE patterns suggest two main environments of formation: (1) a strong negative Ce anomaly (< ? 0.3) and La enrichment (La/Nd ≥ 1) enrichment, suggesting well oxygenated shelf environments and probably lower light REE weathering, and (2) a weak negative Ce anomaly (> ? 0.3) and La depletion (La/Nd ≤ 1) suggesting shallower waters or restricted circulation and probably LREE weathering.     

喜马拉雅超高压变质作用

喜马拉雅超高压变质带主要由表壳岩石组成,其中的长英质变质岩已经全部退变质,只在基性的榴辉岩中保留有某些超高压变质矿物.这些超高压变质矿物在锆石、石榴石及其他一些化学和机械性质稳定的矿物中以微米级的包裹体形式产出.到目前为止,已经在Tso Morari结晶穹隆和上Kaghan谷高喜马拉雅结晶岩中发现了超高压指示矿物柯石英和多晶石英假像.这2个地区同属一个超高压变质带,具有相似的构造背景、岩石组成及变质年龄.Kaghan谷超高压变质岩形成条件为700～770°C和2.7～3.2 GPa,相当于90～110 km 的上地幔深度,形成年龄为(46.2±0.7) Ma.Tso Morari结晶穹隆中超高压变质岩的形成条件约为750°C和3.9 GPa,形成年龄为(48±1) Ma.上述超高压变质带在其折返过程中普遍经历了强烈的水化和角闪岩相退变质作用.研究表明,印度大陆地壳俯冲的垂向速率为1.1～1.4 cm/a,水平速率为4.5 cm/a,俯冲到约100 km深度时的平均俯冲角度为14～19°.     

传递系数法中条块间应力的探讨

根据对传递系数法条块间作用力性质及与主动土压力和被动土压力关系进行的分类,揭示了其中3类计算成果与条块间的实际应力状态不符,分析成果偏危险。结合Mohr-Coulomb屈服准则,分析了问题原因,并求解了条块间应力的极限值。结论表明:当条块间作用力小于主动土压力时后侧条块发生主动破坏,条块间作用力应采用主动土压力,当作用力大于被动土压力时前侧条块将发生被动破坏,条块间作用力采用被动土压力,并将研究成果运用到工程案例。     

CCSD主孔100-2950m榴辉岩类和片麻岩类叶理及微断层产状特征

CCSD主孔100~2950m榴辉岩、退变榴辉岩类岩石叶理倾角明显较片麻岩类岩石叶理倾角陡,前者总体倾角55°左右,后者28°左右,局部可见片麻岩类叶理切割榴辉岩类叶理,因此两者叶理可能形成于不同时期;两类岩石之间现部分为韧性剪切带接触关系,韧性剪切带形成于苏鲁地体折返主期自SEE向NWW的韧性剪切作用。榴辉岩、退变榴辉岩类岩石叶理产状对发育于该类岩石内的微断层产状有一定控制作用,而片麻岩类岩石叶理产状对发育于该类岩石内的微断层产状控制作用相对较弱。孔区脆性变形主要反映白垩纪以来SEE-NWW向伸展构造应力场的变形特征,主孔100~1620m倾伏向以SEE向占绝对优势的微正滑断层擦痕即为该期变形的产物。     

TGR-2050型自动验潮仪的使用

剖析了TGR-2050自动验潮仪的工作原理,分析了影响测量精度的各种误差因素,指出该仪器设计上的缺陷,并给出实例,介绍了进行大气压改正的方法,得出了有益结论。     

Numerical modeling of two-phase flow in heterogeneous permeable media with different capillarity pressures

Contrast in capillary pressure of heterogeneous permeable media can have a significant effect on the flow path in two-phase immiscible flow. Very little work has appeared on the subject of capillary heterogeneity despite the fact that in certain cases it may be as important as permeability heterogeneity. The discontinuity in saturation as a result of capillary continuity, and in some cases capillary discontinuity may arise from contrast in capillary pressure functions in heterogeneous permeable media leading to complications in numerical modeling. There are also other challenges for accurate numerical modeling due to distorted unstructured grids because of the grid orientation and numerical dispersion effects. Limited attempts have been made in the literature to assess the accuracy of fluid flow modeling in heterogeneous permeable media with capillarity heterogeneity. The basic mixed finite element (MFE) framework is a superior method for accurate flux calculation in heterogeneous media in comparison to the conventional finite difference and finite volume approaches. However, a deficiency in the MFE from the direct use of fractional flow formulation has been recognized lately in application to flow in permeable media with capillary heterogeneity. In this work, we propose a new consistent formulation in 3D in which the total velocity is expressed in terms of the wetting-phase potential gradient and the capillary potential gradient. In our formulation, the coefficient of the wetting potential gradient is in terms of the total mobility which is smoother than the wetting mobility. We combine the MFE and discontinuous Galerkin (DG) methods to solve the pressure equation and the saturation equation, respectively. Our numerical model is verified with 1D analytical solutions in homogeneous and heterogeneous media. We also present 2D examples to demonstrate the significance of capillary heterogeneity in flow, and a 3D example to demonstrate the negligible effect of distorted meshes on the numerical solution in our proposed algorithm.