Analysis of factors and countermeasures of mining subsidence in Kaiyang Phosphorus Mine

1 INTRODUCTION After useful mineral body has been mined and dragged out, mining goaf is formed and country rocks would probably lose original equivalence. When span of the goaf is long enough, even if the roof is hard and intact, the rock around the goaf would move towards the mining openings, and this movement would pass on to the adjoining rock mass until it reaches the surface and ground displacement can be observed. In other words, underground mining may cause ground cracks and surface…     

基建矿井“一通三防”安全管理模式

矿井"一通三防"工作在煤矿安全生产工作中是重中之重,是预防重大安全事故的决定性因素。对于基建矿井而言,"一通三防"系统的投入受现场条件以及工期等因素影响未能及时得到完善,给矿井的安全生产管理带来一定的难度。为了保障基建矿井的安全高效生产,采用了基础管理和科学管理相结合的安全管理模式,即通过辐射培训、强化"两系统"管理和开展专项安全检查不断完善质量标准化保障安全生产;利用科学管理促进安全高效生产。     

Comparison of closure measurements with finite element model results in an underground coal mine in central Utah

Quantitative analysis of mine-wide subsidence at the kilometer scale and details of stress distribution about an advancing longwall face are estimated using an adaptation of the finite element method. The method is well suited to the tasks at hand. For greater realism, variability of strata properties is taken into account as are the effects of joints and cleats on elastic moduli and strengths. Evolution of pillar stress and entry closure remote from the face is readily quantified in a series of analyses that simulate face advance. Computed results compare favorably with the evolution of closure measurements about an instrumented pillar in a two-entry headgate. The appropriateness of the finite element method is confirmed. This method is based on first principles that avoid empirical schemes of uncertain applicability and numerical models ‘‘calibrated by fitting computer output to mine measurements.     

Assessment of digital image correlation method in determining large scale cemented rockfill strains

A conventional contact method(using linear transducers) and a non-contact method are deployed to measure the axial and lateral deformations of large scale cylindrical cemented rockfill specimens.Experimental works incorporating two pinhole cameras to create one stereovision by digital image correlation shows that the non-contact method is as reliable for testing large cylindrical specimens as measurements done by using linear variable displacement transformer and string potentiometer. Considering this particular large specimen, the experiment resulted in the acceptable mean difference between lateral strain using both methods is 5.1 percent, and 14.5 percent for the axial strain. This occurrence is inevitable due to the heterogeneity of the concrete system and the placement of the monitoring point in digital image correlation method, although the comparison of stress-strain relationship in both methods still indicates a conformity. Based on the results of the present experiments, the authors recommend the noncontact method for a detailed investigation of the material behavior during the uniaxial compressive strength tests. Full field strain measurement enables this digital method to examine local strains near cracks at any point, a very useful tool for studying material deformation behavior.     

A review of the geomechanics aspects of a double fatality coal burst at Austar Colliery in NSW,Australia in April 2014

A coal burst occurred on 15 April, 2014 at the Austar Coal Mine, located west of Newcastle, NSW,Australia. The burst resulted in fatal injuries to two men working as part of the mining crew at the development face. At the time, a continuous miner was being used to mine a longwall development gate road through heavily structured coal, at a depth of approximately 550 m. A number of pre-cursor bumps had occurred on previous shifts, emanating from the coal ribs of the roadway, in proximity to the coal face.This paper reviews the geological, geotechnical and mining conditions and circumstances leading up to the coal burst event; and presents and discusses the available evidence and possible interpretations relating to the geomechanical behaviour mechanisms that may have been critical factors in this incident. The paper also discusses some key technical and operational considerations of ground support systems and mining practices and strategies needed for operating in such conditions in the future.     

Estimating underground mine ventilation friction factors from low density 3D data acquired by a moving LiDAR

Ventilation system analysis for underground mines has remained mostly unchanged since the Atkinson method was made popular by Mc Elroy in 1935. Data available to ventilation technicians and engineers is typically limited to the quantity of air moving through any given heading. Because computer-aided modelling, simulation, and ventilation system design tools have improved, it is now important to ensure that developed models have the most accurate information possible. This paper presents a new technique for estimating underground drift friction factors that works by processing 3 D point cloud data obtained by using a mobile Li DAR. Presented are field results that compare the proposed approach with previously published algorithms, as well as with manually acquired measurements.     

湘西金矿沃溪断层的形成与演化

沃溪断层最早形成于雪峰期,为铲式正断层;加里东期表现为右旋斜冲性质,西部错失鱼儿山矿体上部层脉,错失矿体在鱼儿山以东;印支－－燕山期表现为左旋正滑性质。它既不是导矿构造,也不是容矿构造;其总体构造效应为正断层。     

我国矿山企业成本管理创新研究

本文针对矿山企业生产对象的特殊性,提出了成本管理和控制有着不同一般企业的特征,分析了传统矿山企业成本核算仅仅针对产品本身,成本管理只重视企业制造成本,不重视业务流程管理和成本管理平台的构建、企业设计成本以及企业弃置费用等相关问题,最后从整个企业价值链出发,提出了对矿山企业成本控制的相关建议及措施,为我国矿山企业提供高效的成本信息,培育矿山企业长期竞争优势。     

Water abundance of mine floor limestone by simulation experiment

The water abundance of mine floor limestone needs to be solved urgently as the average depth of coal mining in China has increased gradually. A method is presented to discuss water abundance with the numerical and physical layered geoelectrical model being established in the half-space, full-space and full-space with tunnel, respectively. The parameters of water abundance are changed in this study, which includes water quantity, water content and volume of abnormity of water-containing abnormity. Results indicate that the different work fields have different macroscopic influences on the apparent resistivity,and the water abundance parameters of water-containing abnormity have quantitative relationship with the apparent resistivity mean in abnormal regions(three-dimensional space region). The quantitative relationships are shown as following: firstly, the amount of water injection has negative linear correlation with the apparent resistivity mean; secondly, when abnormity is unsaturated, there is a negative power function relationship between water content and apparent resistivity mean; thirdly, the volume of abnormity and apparent resistivity mean behave as a decreasing power function law.     

某扫雷犁系统GA-BP神经网络建模

利用AMESim和MATLAB／Simulink联合仿真,建立某扫雷犁电液伺服系统的模型,在此基础上研究了GA—BP神经网络的辨识问题,对此非线性系统进行离线辨识实验,实验结果验证了该建模方法的有效性。