金华山煤矿大口径瓦斯抽排孔施工技术          下载免费PDF全文

熊杰  来甲  高卫乾 《探矿工程》2015,42(7):27-29，33

为了减少煤矿瓦斯的危害以及对其综合利用,国家鼓励并大力支持大口径瓦斯抽排孔项目的建设。陕西铜川金华山煤矿一口大口径瓦斯抽排孔,孔径850 mm,终孔深度401.6 m。从钻进方法、钻具级配、钻进技术参数、冲洗液、圆孔、溜孔、井底护管安装固结、充填循环泥浆、下管、固管、透孔放水等方面详细地介绍了大口径瓦斯抽排孔小径透巷后的特殊施工工艺和相关的技术措施。  相似文献   

豫西矿集区幔枝构造约束下的小岩体成大矿          下载免费PDF全文

张灯堂  牛树银  孙爱群  何进  赵瑞  姚淑玲  刘宗彦  崔燮祥 《地质找矿论丛》2015,30(4):515-522

文章通过分析豫西地区的大量地质矿产资料后发现,区内存在"小岩体成大矿"的规律。认为豫西地区自燕山期以来,随着地幔热柱的演化,区内地壳运动转为伸展活动,地壳减薄、地幔不均衡上隆和中酸性岩浆脉动式上侵;中酸性岩浆脉动式上侵过程打通了深部成矿物质上升的通道,使得含矿流体能够到达地壳上部,并在幔枝构造外围主次级拆离带、岩体内外接触带、构造裂隙等适宜部位集聚成矿。  相似文献   

RTK工程放样方法在大比例尺数字测图中的应用     

宁赟  肖春生  何名君 《测绘与空间地理信息》2015,(4):201-202,204

结合工程实例,对在空旷平坦的地块进行大比例尺数字测图时,利用RTK技术进行细部地物测量,辅以工程放样的方法测量地形点,并对测图作业的方法进行了探讨。  相似文献   

Upstairs-downstairs: supercontinents and large igneous provinces,are they related?     

Kent C. Condie  Anne Davaille  Richard C. Aster  Nicholas Arndt 《International Geology Review》2015,57(11-12):1341-1348

There is a correlation of global large igneous province (LIP) events with zircon age peaks at 2700, 2500, 2100, 1900, 1750, 1100, and 600 and also probably at 3450, 3000, 2000, and 300 Ma. Power spectral analyses of LIP event distributions suggest important periodicities at 250, 150, 100, 50, and 25 million years with weaker periodicities at 70–80, 45, and 18–20 Ma. The 25 million year periodicity is important only in the last 300 million years. Some LIP events are associated with granite-forming (zircon-producing) events and others are not, and LIP events at 1900 and 600 Ma correlate with peaks in craton collision frequency. LIP age peaks are associated with supercontinent rifting or breakup, but not dispersal, at 2450–2400, 2200, 1380, 1280, 800–750, and ≤200 Ma, and with supercontinent assembly at 1750 and 600 Ma. LIP peaks at 2700 and 2500 Ma and the valley between these peaks span the time of Neoarchaean supercraton assemblies. These observations are consistent with plume generation in the deep mantle operating independently of the supercontinent cycle and being controlled by lower-mantle and core-mantle boundary thermochemical dynamics. Two processes whereby plumes can impact continental assembly and breakup are (1) plumes may rise beneath supercontinents and initiate supercontinent breakup, and (2) plume ascent may increase the frequency of craton collisions and the rate of crustal growth by accelerating subduction.  相似文献   

某大型厂房地面垂直形变监测     

张永海  杜子涛 《地球科学与环境学报》2006,28(2):104-106

结合西北地区黄土塬上某大型厂房地面垂直形变的监测工作,提出和应用选定在具有代表性的监测区域布点、改进标尺进行观测等一系列行之有效的方法和措施,取得了满意的结果。通过监测数据分析,指出型架的不稳定主要是因为温度变化而导致地面不均匀垂直形变引起的,为厂房地面不均匀垂直形变的治理提供了依据。  相似文献   

A numerical study of flexural buckling of foliated rock slopes     

D. P. Adhikary  H.‐B. Mühlhaus  A. V. Dyskin 《国际地质力学数值与分析法杂志》2001,25(9):871-884

The occurrence of foliated rock masses is common in mining environment. Methods employing continuum approximation in describing the deformation of such rock masses possess a clear advantage over methods where each rock layer and each inter‐layer interface (joint) is explicitly modelled. In devising such a continuum model it is imperative that moment (couple) stresses and internal rotations associated with the bending of the rock layers be properly incorporated in the model formulation. Such an approach will lead to a Cosserat‐type theory. In the present model, the behaviour of the intact rock layer is assumed to be linearly elastic and the joints are assumed to be elastic–perfectly plastic. Condition of slip at the interfaces are determined by a Mohr–Coulomb criterion with tension cut off at zero normal stress. The theory is valid for large deformations. The model is incorporated into the finite element program AFENA and validated against an analytical solution of elementary buckling problems of a layered medium under gravity loading. A design chart suitable for assessing the stability of slopes in foliated rock masses against flexural buckling failure has been developed. The design chart is easy to use and provides a quick estimate of critical loading factors for slopes in foliated rock masses. It is shown that the model based on Euler's buckling theory as proposed by Cavers (Rock Mechanics and Rock Engineering 1981; 14 :87–104) substantially overestimates the critical heights for a vertical slope and underestimates the same for sub‐vertical slopes. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Cross-terms and weak frequency-dependent signals in the cosmic microwave background sky     

C. Hernández-Monteagudo  R. A. Sunyaev 《Monthly notices of the Royal Astronomical Society》2005,359(2):597-606

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Science, Technology and Detectors for Extremely Large Telescopes     

Roberto Gilmozzi 《Experimental Astronomy》2005,19(1-3):5-13

The second decade of the third millennium will hopefully see a new generation of extremely large telescopes. These will have diameters from 30 to 100 meters and use advanced adaptive optics to operate at the diffraction limit in order to detect astronomical objects that are impossible to observe today, such as earth-like planets around nearby stars and the earliest objects in the Universe. Even for small fields of view, the requirements for detectors are daunting, with sizes of several gigapixels, very fast readout times and extremely low readout noise. In this paper I briefly review the science case for ELTs and the requirements they set on telescopes and instruments, and report on the status of the OWL 100 m telescope project and the challenges it poses.  相似文献   

Finite deformation analysis of geomaterials     

Boris Jeremi&#x;  Kenneth Runesson  Stein Sture 《国际地质力学数值与分析法杂志》2001,25(8):809-840

The mathematical structure and numerical analysis of classical small deformation elasto–plasticity is generally well established. However, development of large deformation elastic–plastic numerical formulation for dilatant, pressure sensitive material models is still a research area. In this paper we present development of the finite element formulation and implementation for large deformation, elastic–plastic analysis of geomaterials. Our developments are based on the multiplicative decomposition of the deformation gradient into elastic and plastic parts. A consistent linearization of the right deformation tensor together with the Newton method at the constitutive and global levels leads toward an efficient and robust numerical algorithm. The presented numerical formulation is capable of accurately modelling dilatant, pressure sensitive isotropic and anisotropic geomaterials subjected to large deformations. In particular, the formulation is capable of simulating the behaviour of geomaterials in which eigentriads of stress and strain do not coincide during the loading process. The algorithm is tested in conjunction with the novel hyperelasto–plastic model termed the B material model, which is a single surface (single yield surface, affine single ultimate surface and affine single potential surface) model for dilatant, pressure sensitive, hardening and softening geomaterials. It is specifically developed to model large deformation hyperelasto–plastic problems in geomechanics. We present an application of this formulation to numerical analysis of low confinement tests on cohesionless granular soil specimens recently performed in a SPACEHAB module aboard the Space Shuttle during the STS‐89 mission. We compare numerical modelling with test results and show the significance of added confinement by the thin hyperelastic latex membrane undergoing large stretching. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Numerical study of continental collision: influence of buoyancy forces and an initial stiff inclusion   总被引：2，自引：0，他引：2  

J. P. Vilotte  R. Madariaga  M. Daignières  O. Zienkiewicz 《Geophysical Journal International》1986,84(2):279-310

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