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一种基于八叉树分解的岩矿储量估算方法
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作者 何兴恒 王君 +1 位作者 刘琴 王伟 《计算机应用与软件》 CSCD 北大核心 2012年第5期70-72,共3页
论述的基于八叉树分解的岩矿储量估算方法,是针对现有的估算方法普遍存在着对已知数据要求过多、使用繁琐等缺点而提出来的。该方法具有对采样数据的要求不高、使用简便快捷的特点,用在普查阶段的岩矿储量估算有着明显的优越性。
关键词 矿储量估算 八叉树 插值算法 岩性测定
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高应力软岩巷道支护方式研究与应用 被引量:2
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作者 尚福平 李成生 揭子军 《煤矿现代化》 2009年第A01期54-55,共2页
深井高应力软岩巷道处于高应力状态,具有变形量大、支护后长时间变形、支护困难的特征。通过岩性测定和数值模拟软件UDEC,分析高应力巷道围岩在不同支护方式下位移的变化规律,阐述了不同支护方式的作用机理,确定合理的支护方式及支护参... 深井高应力软岩巷道处于高应力状态,具有变形量大、支护后长时间变形、支护困难的特征。通过岩性测定和数值模拟软件UDEC,分析高应力巷道围岩在不同支护方式下位移的变化规律,阐述了不同支护方式的作用机理,确定合理的支护方式及支护参数。现场实践表明,支护方案合理,支护效果明显,为类似条件下的应用提供了参考。 展开更多
关键词 高应力软巷道 不同支护方式 岩性测定 锚杆支护 数值模拟
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不同阶微差掏槽爆破技术在硬岩段的应用
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作者 王峰 闫华中 《煤矿现代化》 2013年第4期29-31,共3页
通过对试验巷道岩石取样测定抗压、抗拉强度,岩石的弹性模量及泊松比。分析不同阶微差掏槽爆破技术,根据巷道断面和岩石性质等因素设计爆破参数和爆破图表。通过测试爆破振动,制定防震、减震措施,指导安全作业。实践证明达到良好的爆破... 通过对试验巷道岩石取样测定抗压、抗拉强度,岩石的弹性模量及泊松比。分析不同阶微差掏槽爆破技术,根据巷道断面和岩石性质等因素设计爆破参数和爆破图表。通过测试爆破振动,制定防震、减震措施,指导安全作业。实践证明达到良好的爆破效果。 展开更多
关键词 岩性测定 不同阶微差掏槽爆破 震动测试
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炭质地层对激发极化法异常评价的影响 被引量:2
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作者 张海斌 黄传松 《西部探矿工程》 CAS 2013年第12期144-146,151,共4页
彩花沟含铜黄铁矿区地层中存在含碳及炭质岩石,前人TEM测量和露头小四级测定结果表明,该类岩石在该区不是主要干扰因素。经钻孔验证,并没有发现矿体,为了弄清楚炭质地层是不是物探勘查中的主要干扰因素,收集了4类炭质及含碳岩石进行物... 彩花沟含铜黄铁矿区地层中存在含碳及炭质岩石,前人TEM测量和露头小四级测定结果表明,该类岩石在该区不是主要干扰因素。经钻孔验证,并没有发现矿体,为了弄清楚炭质地层是不是物探勘查中的主要干扰因素,收集了4类炭质及含碳岩石进行物性测定。结果表明,在该区炭质地层是主要干扰因素。同时也发现该区黄铁矿与磁铁矿、磁黄铁矿有伴生现象,提出在该区可以结合地面高精度磁测区分炭质异常和矿至异常,为彩花沟地区进一步矿产勘查提供依据。 展开更多
关键词 激发极化法 炭质地层 岩性测定
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Developments and prospects of microseismic monitoring technology in underground metal mines in China 被引量:17
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作者 LIU Jian-po SI Ying-tao +2 位作者 WEI Deng-cheng SHI Hong-xu WANG Ren 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第10期3074-3098,共25页
Microseismic monitoring technology has become an important technique to assess stability of rock mass in metal mines.Due to the special characteristics of underground metal mines in China,including the high tectonic s... Microseismic monitoring technology has become an important technique to assess stability of rock mass in metal mines.Due to the special characteristics of underground metal mines in China,including the high tectonic stress,irregular shape and existence of ore body,and complex mining methods,the application of microseismic technology is more diverse in China compared to other countries,and is more challenging than in other underground structures such as tunnels,hydropower stations and coal mines.Apart from assessing rock mass stability and ground pressure hazards induced by mining process,blasting,water inrush and large scale goaf,microseismic technology is also used to monitor illegal mining,and track personnel location during rescue work.Moreover,microseismic data have been used to optimize mining parameters in some metal mines.The technology is increasingly used to investigate cracking mechanism in the design of rock mass supports.In this paper,the application,research development and related achievements of microseismic technology in underground metal mines in China are summarized.By considering underground mines from the perspective of informatization,automation and intelligentization,future studies should focus on intelligent microseismic data processing method,e.g.,signal identification of microseismic and precise location algorithm,and on the research and development of microseismic equipment.In addition,integrated monitoring and collaborative analysis for rock mass response caused by mining disturbance will have good prospects for future development. 展开更多
关键词 underground metal mine microseismic safety management rock mass stability disaster warning integrated monitoring
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A TREND DISPLACEMENT ANALYSIS FOR SPACE AND TIME ON XINTAN LANDSLIDE
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作者 贺可强 《Journal of Coal Science & Engineering(China)》 1998年第1期51-55,共5页
This paper, having made systematic trend analysis on the front and rear segments of Xintan landslide for space and time respectively by using matbematical statistical principles,discovered that there is obvious trend ... This paper, having made systematic trend analysis on the front and rear segments of Xintan landslide for space and time respectively by using matbematical statistical principles,discovered that there is obvious trend displacement Of the monitoring points in the rear margin area of the slope and the rates of trend displacement gradually increase with time whereas there is no trend displacement of the monitoring points in the front margin area. This result suggests that the rear margin area of segment is an area of overall sliding and is transforming towards destabilization whereas the front margin area is an area of relative stability. This analytical result well coincides with the conclusion of evaluation on dynamic stability. The analytical result mentioned above shows that the medium to short term forecast and prediction of slope stability can be made by using trend displacement analysis technique in order to achieve the goal of timely evaluation and prevention. 展开更多
关键词 trend displacement space and time LANDSLIDE mathematical statistical principle
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Stability analysis and determination of rock pillar between two adjacent caverns in different regions of Asmari formation in Iran
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作者 Abdollahipour Abolfazl Ghannadshirazi Hossein 《International Journal of Mining Science and Technology》 SCIE EI 2014年第5期593-596,共4页
Large underground caverns are commonly used in variety of applications. In many cases, because of the geomechanical limitations of dimensions and requirement of high volume, several parallel caverns are used. Plastic ... Large underground caverns are commonly used in variety of applications. In many cases, because of the geomechanical limitations of dimensions and requirement of high volume, several parallel caverns are used. Plastic zone integration requires a larger rock pillar distance of theses adjacent caverns while eco- nomic and access reasons require smaller distance. In lran many underground projects are located in West and South West, Asmari formation covers a large part of these regions. The stability of underground spaces that are constructed or will be constructed in this formation has been investigated. A proper cross section based on plastic analysis and a stability criterion has been proposed for each region. Finally, in each case, allowable rock pillar between adjacent caverns with similar dimension was determined with two methods (numerical analysis and fire service law). Results show that Fire Service Law uses a very con- servative safety factor and it was proposed to use a correction factor for allowable distance based on application of underground space. 展开更多
关键词 Stability analysis Storage cavern Numerical analysis Rock pillar Asmari formation
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Determination of Water Saturation (SW%) by Using P-wave Velocities for Saturated Sandstone
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作者 A.S. AI-Zubedi 《Journal of Environmental Science and Engineering》 2011年第3期253-255,共3页
The seismic velocities are strongly influenced by porosity and degree of water saturation, as well as other petrophysical properties, such as density and elastic properties of the rocks. In this paper, the saturation ... The seismic velocities are strongly influenced by porosity and degree of water saturation, as well as other petrophysical properties, such as density and elastic properties of the rocks. In this paper, the saturation of water percentage for sandstones (SW%) has been calculated by mathematical equation, which is based on the relation between the seismic velocity of water to the seismic velocity obtained in the field (for p-wave velocity only). The results of this equation which ranged between (30% to 100%) are connected with the results of seismic velocity-porosity relation for saturated sandstone through model, this model can be used for determining the porosity (Φ) and water saturation percentage (SW%) of the sandstones in the same time. 展开更多
关键词 Water saturation (SW%) seismic velocities porosity (Φ).
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