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1.
含砷难浸金矿石中金的提取研究 总被引：3，自引：0，他引：3
试验了加入辅助浸金剂高锰酸钾、过氧化钙、过氧化钠或其混合物对含砷难浸金矿石进行氧化,氰化法提金。金的浸出率可达９３．２％,比直接氰化法提金的浸出率提高十余倍。 相似文献
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生物制剂浸金试验结果表明，生物浸金制剂对氧化型金矿金的浸出率大于９５％，对经过细菌预氧化的难浸金精矿金的浸出度与氰化法相同。 相似文献
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研究了和细磨－－护氧预处理－－氰化出浸出工艺。金的浸出率达９０％以上。与常规氰化浸金的浸经比较,要提高１０￣２１个百分点。 相似文献
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青海省都兰县开荒北金矿含金石英脉型矿石,采用全泥氰化,混汞－全泥氰化,混汞－炭浸法等提金工艺,都获得较好指标,但采用混汞－炭浸法工艺,金的浸出率可提高１．６１％。 相似文献
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我国难浸金矿提金技术又有进展 总被引：1，自引：0，他引：1
（1）利用河南盐矿测试中心研究的难浸高硫金精矿细菌预氧化提金半工业性试验技术，对小秦岭地区潭头的难浸金精矿进行试验，经细菌预氧化6天，再氰化浸出，金浸化率达91．31％。 （2）利用西安综合岩矿测试中心研究的难浸高砷硫化金精矿细菌预氧化技术，完成了广西贵港福六金矿浮选金精矿日处理6吨和青海五龙沟金矿浮选金精矿日处理12吨以及两种混合金精矿日处理10．5吨的工业性试生产，处理量分别为400吨和200吨，金的浸出率90％～94％，生物预氧化时间150小时，处理成本为每吨600元。 （3）成都综合岩矿测试中心针对四川高硫高碳型金矿进… 相似文献
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四川某金矿是一种难浸金矿，因为矿石中的金被包裹于含铁硫化矿物中，而且含有机炭质物。细菌Hst能有效氧化金矿中的硫化矿物以提高金的浸出率。如果细菌氧化矿石中铁的浸出率大于90％，金几乎完全解离，金的氰化浸出率大于90％。研究表明，该金矿的难浸特性是因为金包裹于含铁硫化矿物中，有机炭质物和粘土矿物对金浸出影响甚微。 相似文献
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高砷高锑金矿石属难处理矿石之一，通过对两岔河高砷高锑金矿石采用碱浸预处理后进行堆浸和池浸氰化提金试验，获得了金浸出率76．80％和86．76％的较好指标，为该矿床的开发利用提供了一个工艺简单、经济上可行的途径。 相似文献
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东大滩锑金矿微生物预氧化提金试验研究 总被引：1，自引：0，他引：1
介绍了东大滩难浸金矿石微生物预氧化的方法及结果。东大滩石英脉型锑金矿石因金被毒砂包裹而难浸，采用微生物预氧化处理后全泥氰化金的浸出率由原来的17．04％提高到70．80％，柱浸由15．39％提高到63．02％，且酸耗较低，各项指标合理，是解决该类矿石难浸的理想方法。 相似文献
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黄铁矿型难浸金精矿细菌预氧化研究 总被引：2，自引：0，他引：2
对黄铁矿型难浸金精矿４４０ｋｇ／ｄ连续细菌预氧化进行了研究。脱硫率为５２．０４％,金氰化浸出率９２．５５％,并对试验的控制参量提出探讨性意见。 相似文献
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利用有限差分程序FLAC建立连续和并排的两类非均质矿柱模型,对矿柱在动力载荷循环作用下的破坏过程进行全时程动力分析。将加卸载响应比(LURR)理论引入矿柱动力稳定性分析中,以施加的动力载荷对矿柱作用的周期性变化作为加载量,以矿柱特征点的位移变化和破坏单元的弹性应变能的演化规律作为响应参数,建立矿柱的加卸载响应比模型,确定矿柱在动力载荷作用期间的加卸载响应比时间序列。计算结果表明,矿柱整体上处于稳定状态和趋于失稳时,其加卸载响应比Y值表现出不同的特征,通过对Y值的分析对矿柱的稳定状态进行评价,预测是否临近峰值承载能力,表明在矿柱动力破裂过程数值模拟分析中引入加卸载响应比是矿柱破坏力学行为研究的一种方便而有效的方法。 相似文献
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S. Y. Wang S. W. Sloan M. L. Huang C. A. Tang 《Rock Mechanics and Rock Engineering》2011,44(2):179-198
Using a numerical modelling code, rock failure process analysis, 2D, the progressive failure process and associated acoustic
emission behaviour of serial and parallel rock samples were simulated. Both serial- and parallel sample models are presented
for investigating the mechanism of rock pillar failure. As expected, the numerical results show that not only the stiffness,
but also the uniaxial compressive strength of the rock plays an important role in pillar instability. For serial pillars,
the elastic rebound of a rock pillar with higher uniaxial compressive strength can lead to the sudden failure of an adjacent
rock pillar with lower uniaxial compressive strength. The failure zone forms and develops in the pillar with lower uniaxial
compressive strength; however, the failure zone does not pass across the interface of the two pillars. In comparison, when
two pillars have the same uniaxial compressive strengths but different elastic moduli, both serial pillars fail, and the failure
zone in the two pillars can interact, passing across the interface and entering the other pillar. For parallel pillars, damage
always develops in the pillar having the lower uniaxial compressive strength or lower elastic modulus. Furthermore, in accordance
with the Kaiser effect, the stress-induced damage in a rock pillar is irreversible, and only when the previous stress state
in the failed rock pillar is exceeded or the subsequent applied energy is larger than the energy released by the external
loading will further damage continue to occur. In addition, the homogeneity index of rock also can affect the failure modes
of parallel pillars, even though the uniaxial compressive strength and stiffness of each pillar are the same. 相似文献
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从岩石强度理论出发,提出房柱式开采中矿柱安全留设尺寸的宽度折减法思想,通过不断折减矿柱宽度,研究矿柱由稳定状态向临界失稳状态演化过程,从而得到矿柱的临界宽度,引入矿柱安全系数,获得矿柱安全留设尺寸。采用宽度折减法对磨坊矿3#井房柱法开采矿柱安全留设尺寸进行研究,获得不同矿房跨度下矿柱的安全留设宽度。将宽度折减法得到的安全矿柱宽度与Lunder经验公式比较,研究发现,宽度折减法得到的安全矿柱宽度和Lunder经验公式的计算结果较为吻合且偏安全。结合磨坊矿3#井的开采条件和矿柱宽度折减法分析结果,确定矿房基本参数为：矿房跨度为13 m左右,矿柱宽度为5.0～5.5 m。通过对磨坊矿3#井采空区上覆岩层移动规律的监测,发现岩层相对稳定,地表沉降量控制在120～150 mm之间,用宽度折减法分析得到的矿房基本参数是合理的。 相似文献
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The study of rock pillar failure mechanisms is an issue that is faced routinely in mining and civil industries. In mining operation, the establishment of several mining levels is often necessary to ensure adequate production. This result in the formation of pillars that must be recovered under often high stress conditions at later stages of excavation. It is, therefore, beneficial to develop guidelines that can be used in the design of rock pillars. The aim of this paper is to delve into the mechanisms involved in pillar failure as well as to investigate the non-linear behavior of rock pillars. An extensive numerical analysis was carried out to study the pillar deformation and failure process under natural loading conditions. Effects of pillar geometry and pillar strength parameters on pillar behavior were investigated for hard rock material typical of Canadian mining conditions. Numerical data were compared against field data recorded in Canadian mines. A fairly good match was achieved between numerical and field data and the conducted analysis can be used as a qualitative guideline in the design of rock pillars in underground structures. 相似文献
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矿井初步设计中边界防隔水煤岩柱留设探讨 总被引：1，自引：0，他引：1
针对一些矿井初步设计中留设边界防隔水煤岩柱不合理而引发矿井老空水矿难的现实,探讨了影响矿井间边界防隔水煤岩柱安全稳定性的因素,提出应充分考虑煤岩柱受覆岩应力破坏变形、覆岩受采动影响产生岩移破坏等,综合分析计算煤柱有效稳定性弹性核区宽度、覆岩导水裂缝带上限岩柱宽度及其抗静水压能力等,择优选取留设矿井边界防隔水煤岩柱。以济宁煤田济宁二矿与三矿边界煤柱的留设为例,计算其边界煤柱留设尺寸为99.56m,较原设计的40m有较大出入,据此对两矿井边界隔离煤柱进行了相应调整,确保了矿井的安全生产。该方法也可用于矿井留设采区、区段隔离煤柱的计算。 相似文献
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Bali Bonaventura Alves Mangu Mishra Brijes 《Geotechnical and Geological Engineering》2021,39(2):1329-1347
Gas well drilled through longwall mining abutment pillar could potentially face instability issue due to the strata deformation following longwall panel extraction. Therefore, it is imperative to adequately design the pillar size of a longwall mining in order to ensure the stability of the gas well penetrated longwall mining abutment pillar. In this paper, the determination of suitable pillar size for protecting gas well subjected to longwall mining operation was investigated. Two scenarios of longwall gateroad system including the three and four entry system with varying pillar sizes were assessed using numerical modelling approach. The results of this study indicate that the pillar geometry plays an important role on the vertical gas well stability. In addressing the suitable pillar size for the given case study considering three entry system, the suitable chain pillar and abutment pillar size were found to be 80 ft (24.4 m) wide by 120 ft (36.6 m) length and 104 ft (31.7 m) wide by 120 ft (36.6 m) length rib to rib, respectively. Whereas, if four entry system is used, the suitable chain pillar size is 48 ft (14.6) wide by 120 ft (36.6 m) length and the abutment pillar size is 104 ft (31.7 m) wide by 120 ft (36.6 m) length rib to rib. The proposed numerical modelling procedure presented in this paper can be a viable alternative and applied to other similar projects in order to determine an optimal pillar size for protecting gas well in longwall mining area.
相似文献18.
确定合理的区段煤柱宽度及巷道支护型式和参数,对于提高资源回采率和巷道安全性及实现综放开采高产高效意义重大。以王家岭煤矿20103区段运输平巷为工程背景,采用FLAC3D数值分析了不同煤柱宽度下围岩主应力差、变形及破坏演化规律,认为合理煤柱宽度为6～10 m,并结合实际地质和生产条件确定试验巷道煤柱宽度为8 m。采用理论分析和现场钻孔窥视方法综合确定基本顶断裂线位于距采空区约7 m处,认为由于综放沿空巷道围岩性质结构和应力分布沿巷道中心线呈明显非对称性,将引发煤柱侧顶板严重下沉和肩角部位煤岩体错位、嵌入、台阶下沉等非对称破坏特征,靠煤柱侧顶板及肩角部位是巷道变形破坏的关键部位。在此研究基础上,针对性地提出了以高强锚梁网、不对称锚梁、锚索桁架为主体的综合控制技术,详细阐明了具体支护措施的控制机制,并进行现场应用。工程实践表明,8 m煤柱宽度合理,该支护技术能够保证窄煤柱沿空巷道围岩稳定,并已在王家岭煤矿大面积推广应用,对类似工程条件的支护技术具有一定的理论意义和实用价值。 相似文献
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Prediction of global stability in room and pillar coal mines 总被引：1，自引：0，他引：1
Global stability is a necessary prerequisite for safe retreat mining and one of the crucial and complex problems in room and pillar mining, so its prediction plays an important role in the safety of retreat mining and the reduction of pillar failure risk. In this study, we have tried to develop predictive models for anticipating global stability. For this purpose, two of the most popular techniques, logistic regression analysis and fuzzy logic, were taken into account and a predictive model was constructed based on each. For training and testing of these models, a database including 80 retreat mining case histories from 18 room and pillar coal mines, located in West Virginia State, USA, was used. The models predict global stability based on the major contributing parameters of pillar stability. It was found that both models can be used to predict the global stability, but the comparison of two models, in terms of statistical performance indices, shows that the fuzzy logic model provides better results than the logistic regression. These models can be applied to identify the susceptibility of pillar failure in panels of coal mines, and this may help to reduce the casualties resulting from pillar instability. Finally, the sensitivity analysis was performed on database to determine the most important parameters on global stability. The results revealed that the pillar width is the most important parameter, whereas the depth of cover is the least important one. 相似文献