辛安煤矿1402工作面临空窄煤柱采掘响应及动态加固     

汪北方  梁冰  刘维  张晶  迟海波  刘亚辉 《煤田地质与勘探》2020,48(1):145-153

随着我国煤炭资源去产能整合煤矿的增多，复采工作面临空窄煤柱采动失稳问题日益凸显，已严重制约矿井安全高效生产。为此，针对辛安煤矿复采1402工作面辅运巷道5号钻场临空窄煤柱稳定性控制的工程难题，运用数值模拟与理论分析相结合的方法，探究5号钻场临空窄煤柱稳定性采掘扰动响应特征，提出5号钻场临空窄煤柱动态注浆加固技术方案并开展现场应用和效果检验。研究结果表明:1402工作面辅运巷道掘进对5号钻场临空窄煤柱稳定性影响较小；在1402工作面回采期间，距5号钻场18~6 m范围，临空窄煤柱集中垂直应力由非对称马鞍形分布逐渐过渡为拱形分布；距5号钻场6 m时，临空窄煤柱承载叠加垂直应力超过煤体强度，塑性区完全贯通，极易破坏失稳；现场采用MP364型注浆材料及专用注浆设备对5号钻场临空窄煤柱前后5 m区域进行加固，动态注浆始终超前工作面10 m，通过深孔窥视和气体监测手段验证临空窄煤柱良好的封堵固化效果，保障了工作面安全回采，为我国整合矿井类似条件下煤柱稳定性控制提供借鉴和参考。移动阅读   相似文献   

ZDY12000LD型履带液压钻机机身立柱断裂分析          下载免费PDF全文

李骏  焉忠方  路前海 《探矿工程》2021,48(S1):339-342

钻机立柱是煤矿井下设备工作重要的承载部件,其性能直接影响整车工作的安全性和可靠性。通过建立立柱三维模型,对ZDY12000LD型定向钻机立柱的有限元分析,在最大起拔力下对立柱进行强度校核。将原立柱材料Q345钢改为Q550钢,显著提高了立柱的力学性能,立柱可承受的弯曲应力提高了43%,变形量减小4%,承载能力和安全可靠性显著提高,增强了钻机运行的稳定性、安全性和可靠性。  相似文献   

砂岩单轴压缩试验P波速度层析成像及声发射特性研究     

张光  吴顺川  张诗淮  郭沛 《岩土力学》2023,(2):483-496

深部矿井开采极易诱发矿柱型岩爆,矿柱型岩爆严重威胁着矿山的安全高效开采,为探究矿柱型岩爆破坏机制和前兆信息,选用自贡红砂岩进行单轴压缩试验,并采用主动超声和被动声发射对破裂过程进行监测,联合主动超声与被动声发射监测数据对波速进行层析成像反演,分析试样破裂过程中波速演化规律。研究结果表明：砂岩试样在加载过程中速度模型呈现高度非均质性,在加载过程中会出现低速区,且声发射事件集中出现在低速区内部;P波速度离散度可反映全局波速变化特征,在峰值附近变化剧烈,随荷载增加P波速度离散度持续增大;声发射事件在峰前、峰后定位结果相差较大,峰前阶段声发射事件随机分布,峰后阶段声发射事件定位结果集中。此外,研究发现选用均质速度模型进行声发射事件定位会增大定位误差,试样最终失稳前b值的降低表明试样大尺度裂纹活动加剧,导致岩石非均质性增大,也间接证明了采用非均质速度模型进行声发射震源定位的必要性。该研究结果可用于现场矿柱稳定性监测,定期反演获得矿柱波速变化为矿柱型岩爆提供先兆预警信息。  相似文献   

条带开采地表沉陷预计参数的确定   总被引：1，自引：0，他引：1  

柴华彬  邹友峰 《测绘科学》2009,34(4)

概率积分法是条带开采地表移动和变形预计常用的方法,而概率积分法预计的精度取决于其预计参数的确定。以国内大量的条带开采实测资料为基础,应用相似理论对条带开采地表沉陷的相似现象进行了模糊聚类分析,计算出了条带开采地表沉陷预计参数。根据所得条带开采地表沉陷相似现象的分类及其地表沉陷预计参数,应用模式识别对待求条带开采地表沉陷预计参数进行了求取。工程实例表明,用模糊优化确定的预计参数进行条带开采地表移动和变形预计,其预计结果更加可靠、准确。  相似文献   

一种基于GTP的复杂地质体真3维     

车德福吴立新  殷作如 《地理信息世界》2008,6(1):34-38,45

在总结分析现有复杂断层及倒转褶皱3维建模方法的基础上，提出一种基于广义三棱柱（GTP）的3维交互建模方法（岩柱体分区RPBP建模法）。文中定义了岩柱体、界限三角形两个重要概念，RPBP法可以通过构建断层界限三角形，将复杂断层系转化为多个简单断层系，然后采用构建简单断层系模型的方法来实现复杂断层系的3维建模；而对于倒转褶皱，RPBP法则通过构建褶皱轴界限三角形避免数据局部重复和冲突，使GTP建模过程得以顺利进行。实验表明，该方法能便捷可靠地实现含多断层相互切割、倒转褶皱等复杂地质体的真3维建模。  相似文献   

基坑及周边建筑物变形监测方案   总被引：1，自引：0，他引：1  

冯文辰  刘欣  王永跃  刘绪广 《测绘与空间地理信息》2009,32(1)

结合某基坑变形监测项目,从观测墩及觇牌的设计、观测方法、精度估计等方面对基坑水平位移观测进行了介绍,并介绍了利用差异沉降量推算法进行倾斜观测的方法.  相似文献   

The development of the pinnacles (Lena pillars) along Middle Lena (Sakha Republic,Siberia, Russia)     

Márton Veress  Zoltán Zentai  Kálmán Péntek  Ljubov Döbröntei  Ljubov Danilovna Kiprijanova 《Proceedings of the Geologists' Association. Geologists' Association》2014

The study deals with the Lena Pillars (Sakha Republic, Russia, Siberia). The Lena Pillars are pinnacle features which are characteristic on karsts. The importance of these features is that they are extremely large and occur on very large areas. Their occurrence is interesting because they do not appear on tundra karst. We investigated the veneers of cliffs, the fracture density of the building rock, the distribution and dispersion of the fracture directions, direction distribution and dispersion of the giant grikes between the pillars, the layer thickness of the building rock, the size and dispersion of debris. We distinguished pillar types, and then we classified the features on the area of the pillars from a morphogenetical point of view. According to investigations and morphological analyses, the pillars developed from palaeokarsts. During the former karstification grikes and caverns developed close to the surface. These features coalesced into each other. The giant grikes of great size became filled and the pillars were covered. After the cut of the Lena River these features were revealed and became exhumed. Now the pillars are destroyed and continue developing by frost weathering.  相似文献   

An Attempt to Predict the Failure Time of Abandoned Mine Pillars     

R. Castellanza  E. Gerolymatou  R. Nova 《Rock Mechanics and Rock Engineering》2008,41(3):377-401

Summary  Left in place pillars of abandoned mines are subject to weathering (e.g action of water, bacteria) that degrades their mechanical strength and eventually leads to collapse. A simple weathering model is proposed, that is governed by two parameters: the rate of progression of weathered front and the rate of degradation of the compressive strength with time. Both plane strain and axisymmetric analyses are performed and closed form solutions of the variation with time of the bearing capacity of the pillar are given. Experimental data of the tests conducted on gypsum and anhydrite specimens attacked by water are presented. It is shown that in order to fit the experimental data a third parameter must be introduced. New closed form solutions are given and the data are used for estimating the time to failure of abandoned gypsum mines in Northern Italy. Authors’ address: Dr. Riccardo Castellanza, Research Assistant, Department of Structural Engineering, Milan University of Technology (Politecnico), Piazza Leonardo da Vinci 32, 20133 Milan, Italy  相似文献   

Sensitivity analysis of support safety factor for predicting the effects of contributing parameters on roof falls in underground coal mines   总被引：2，自引：0，他引：2  

S.K. Palei  S.K. Das 《International Journal of Coal Geology》2008,75(4):241-247

Roof falls accounted for 18.18% of all fatal accidents in Indian coal mines, contributing about 35.29% of all fatal accidents in below-ground operations in 2005. The support safety factor, always preferred in support planning and design of underground coal mines, may be an important predictor for roof falls. In this paper, geotechnical data were collected from 14 roof fall incident places in an underground coal mine, located in the Eastern India, which has bord and pillar method of workings. The mean value of probabilistic support safety factor for the case study mine was found to be 1.24. However, the probability, of the estimated support safety factor of less than or equal to one, was found to be 0.246. Sensitivity analysis was conducted to analyze the effects of the contributing parameters on support safety factor and the likelihood of the roof fall. The multi-variate regression analysis was carried out for the data generated by Monte Carlo method to correlate the contributing factors to support safety factor. It ranked gallery width as the first parameter to control the support safety factor.  相似文献   

福鼎山后尖玄武岩筒地质特征及其形成机制探讨     

戴清忠  陈荣魁 《福建地质》2008,27(4):369-376

福鼎山后尖玄武岩位于福鼎一福清北东向断裂带北东段,呈岩筒状产于石帽山群下组下段火山沉积岩中,属钠质碱性玄武岩系列,由玄武质火山角砾岩、碧玄岩、橄榄辉长一玄武岩组合,经历火山爆发、喷溢、次火山侵入3个阶段而形成。  相似文献