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1.
依托“西部煤炭资源高精度三维地震勘探技术”工程,对晋城矿区进行了旨在提高小断层,小陷落柱探测能力的高密度三维地震勘探。根据面元选择因素及该区地质任务,采用5m×5m网格进行野外数据采集;考虑炮检距、方位角、覆盖次数、排列片横纵比及煤层埋深(350~500m)等因素,采用中点放炮、60道接收,24次覆盖(横向4次,纵向6次)的8线16炮束状观测系统,基岩中激发。原始资料经同一处理流程后,获得5m×5m×1ms、5m×10m×1ms、10m×10m×1ms及2.5m×2.5m×1ms不同单元的三维数据体多个,通过对比可以发现小断层,小陷落柱在其小面元叠加时间剖面、顺层切片及相干切片都有清晰的反映。实例说明,小面元采集技术可以提高对小构造的纵、横向分辨能力,满足山区对三维地震精确勘探的要求。 相似文献
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EXPERIMENTAL AND FIELD STUDY ON MINING-PIT MIGRATION 总被引:5,自引:0,他引:5
1 INTRODUCTION Because of the large quantity of sand and gravel in their beds, rivers have always been considered as a major source of sand and gravel for civil works. Acceptable quality, ease of extraction and economy are some of the reasons could be mentioned. Unfortunately, specific laws and regulations regarding the safe in-stream mining have not been provided for users and officials. What should be taken into account are the effects of over-mining of sand and gravel, which can cause … 相似文献
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河北省峰峰矿区通二井田石炭系—二叠系砂岩显微组构特征分析 总被引:4,自引:0,他引:4
对河北省峰峰矿区通二井田煤系地层砂岩中石英光轴的组构特征进行了显微镜下的观察分析。实测的12个岩组图均呈大圆环带状,表现为多组的极密区和次极密区,并以单斜对称组构为主体,具有一个对称面和垂直对称面的1个二次轴,以该轴两两对称的极密区和次极密区有2对或2对以上,表明研究区发生过不容忽视的旋转或剪切运动,它们的构造变形史可能具有多次活动性,并伴随有地温上升的过程。根据水平相岩组图所做的主应力轨迹图显示F56断层是形成张家庄向斜构造区和集贤村构造区的内部边界条件,并表明通二井田最大主压应力方向在北部以北西—南东向为主,向南逐渐转为东西向;最小主压应力方向在集贤村构造区以北东向为主,在中南部张家庄向斜构造区则以近南北向为主。 相似文献
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Mine development along a 15-mile (24 km) section of the Warfield Fault in Mingo County, West Virginia has broadened the geological understanding of the fault and its related structures. The fault has been exposed in two new road cuts, one in the northeast-trending segment at Neely Branch and one in the eastern east-trending segment at the head of Marrowbone Creek. Both exposures show a well-defined normal fault with a 45° to 55° N dip, juxtaposing sandstone/shale packages from the roof and the floor of the Coalburg seam. The fault is associated with a thin gouge zone, some drag folding, and parallel jointing. Its trace tends to run parallel to the crest of the adjacent Warfield Anticline. Based on underground mine development and detailed core drilling, the vertical offset along the fault plane ranges from a maximum of 240 ft (73 m) in the central part of the area near the structural bend to less than 100 ft (30 m) in western and eastern directions. The fault is located along the relatively steeply dipping (locally in excess of 25%) southern limb of the Warfield Anticline, and appears related to a late phase of extension involving folded Pennsylvanian strata. On a regional scale, the lithological variations across the fault do not suggest any appreciable strike-slip component.Underground room and pillar mines in the Coalburg seam north and south of the fault have been greatly impacted by the Warfield structures. Due to the combined (and opposite) effects of the folding and faulting, the northern mines are located up to 400 ft (125 m) higher in elevation than the southern ones. Overland conveyor belts connect mining blocks separated by the fault. The practical mining limit along the steep slopes toward the fault is around 15%. Subsidiary normal faults with offsets in the 5- to 15-ft (1.5–4.5 m) range are fairly common and form major roof control and production hurdles. Overall, the Warfield structures pose an extra challenge to mine development in this part of the Appalachian Coalfields. 相似文献
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Primary economic diamond deposit modelling has rarely been documented in the public domain. This paper presents information collected from significantly diamondiferous kimberlite pipes located near Lac de Gras in the Arctic region of Canada's Northwest Territories. The resource estimation process is widely accepted as a cyclical iteration of data collection and evaluation processes. A resource database is typically assembled from a large inventory of exploration data. These data must be methodically quality checked before accepting the information for interpretive analysis. The foundation of a mineral resource model is based on clear understanding of the geology model along with subsidiary grade, volume, and density models. Defining these models is an iterative process of statistical analyses and interpretation. As a deposit progresses along a path towards development, reducing risk to acceptable levels is critical for identifying and realizing its maximum value. 相似文献
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Localization of mining-induced horizontal fractures along rock layer interfaces in overburden: field measurements and prediction 总被引:3,自引:0,他引:3
V. Palchik 《Environmental Geology》2005,48(1):68-80
The locations of mining-induced horizontal fractures along rock interfaces in the overburden of Donetsk Coal Basin were identified using an original experimental device. The device traps methane from horizontal fracture zone (100–fold coal seam thickness) over an active longwall mining excavation. Presence or absence of horizontal fractures along rock layer interfaces is correlated with physical characteristics of the overburden, such as thickness, uniaxial compressive strength of overburden rock layers, location of rock layer interfaces and thickness of extracted coal seams. As a result, a combined criterion based on these physical characteristics is proposed to predict the presence of overburden horizontal fracturing in coal mine operations. 相似文献
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卡房铜多金属矿床位于云南省个旧锡多金属矿集区, 作为该区南段典型的铜多金属矿床, 其深入的成矿流体性质及成矿物质来源研究尚为薄弱, 限制了对该矿床成因的深入认识。本文对产于玄武岩中的似层状铜多金属矿体(主要成矿类型)开展了精细的野外岩相学、矿物学、C-H-O同位素及流体包裹体原位成分分析。结果显示, 流体包裹体主要为气液两相水溶液包裹体, 石英流体包裹体均一温度为 264.5~330.5 ℃、盐度w(NaCleq)为16.24%~18.20%、密度为0.853~0.924 g/cm3; 萤石流体包裹体均一温度为199.8~339.1 ℃、盐度w(NaCleq)为8.81%~18.88%、密度为0.822~0.955 g/cm3; 方解石流体包裹体均一温度为112.1~199.4 ℃、盐度w(NaCleq)为4.96%~10.86%、密度为0.910~1.011 g/cm3, 表明卡房铜多金属矿床成矿流体具有中低温、中低盐度、低密度特征, 且早阶段到晚阶段, 成矿温度和流体盐度明显降低。与Cu矿共生的石英δDV-SMOW值为–83.9‰ ~ –78.9‰, δ18OH2O值为4.63‰~12.14‰, 方解石δ13CV-PDB值为–7.11‰~ 0.64‰; 同时, 石英单个流体包裹体原位分析结果显示流体包裹体富集大离子亲石元素, 如Na、K、Rb、Cs、Sr等。这些特征暗示了流体可能来源于与花岗质岩浆有关的热液流体, 热液流体上升过程中与围岩碳酸盐岩发生强烈的水-岩反应; 该过程可能萃取了玄武岩层中的Cu物质, 诱发了Cu的富集并最终成矿。 相似文献
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根据流固耦合理论,采用有限元数值模拟的方法,针对承压水体上采煤过程中断层参数(断距、倾角)对煤层、围岩的应力、变形和水压力变化的影响进行了模拟分析,探讨了存在断层时突水的机理和可能的突水点位置,并定量分析了防水煤柱的预留距离。得出以下结论:(1)当存在正断层时,多发生断层破坏型突水,而底板破坏型突水发生的几率较小;(2)突水性质和突水发生位置受断层断距和倾角的影响不大,煤层和采煤工作面附近的底板围岩都可能成为突水涌出点;(3)随着断层断距和倾角的增加,防水煤柱的合理留设距离应随之增大。以上结果可为实际矿井采煤防突水设计提供参考。 更多还原 相似文献