矿山人均保有储量:我国金属矿山合理经济开发的一个标量

文章分析对比了我国国有及非国有规模以上矿山企业的主要经济指标,认为矿业开发要走可持续发展的途径,促进矿产资源的充分、合理、有效开发,实现满足市场需求、兼顾环境保护和社会稳定的目标,就必须积极探索和慎重考虑矿山企业从业人数的合理控制问题;依据胶东大型金矿山实际资料的初步分析,明确提出"矿山人均保有储量"是制约矿山合理开发和矿业可持续发展的重要指标;矿山人均储量的合理配置和适度调控问题不仅值得进一步研究,而且应该引起有关部门的广泛注意和高度重视.     

Observations of mine seismicity in the eastern Wasatch Plateau,Utah, U.S.A.: A possible case of implosional failure

In the summer of 1984, a three-dimensional, high-resolution microearthquake network was operated in the vicinity of two coal mines beneath Gentry Mountain in the eastern Wasatch Plateau, Utah. During a six-week period, approximately 3,000 seismic events were observed of which the majority were impulsive, higher frequency (>10 Hz), short duration (<2–3 sec) events probably associated with the caving of the roof from a longwall operation. In contrast, 234 of the largest located events appeared to occur predominantlybeneath the mines to a depth of 2 to 3 km consistent with previous studies. The magnitudes of these events ranged from less thanM _c 0 to 1.6. In addition to the unusual depths of these latter events, an anomalous aspect displayed by the events was an apparent dilatational focal mechanism suggesting a non-double-couple, possibly implosional source. Implosional events have been observed in other studies of mine seismicity; however, the generally inadequate instrumental coverage of the focal sphere has cast some doubt on the validity of such mechanisms. Previously suggested source mechanisms for such implosional events have included tensional failure through strata collapse, and a shear-implosional displacement mechanism. Shear failure must be involved in the failure process of the Gentry Mountain implosional events as evidenced by well-defined shear waves in the observed seismograms. Simultaneous monitoring in the East Mountain coal mining area to the south by the University of Utah revealed typical shear failure events mixed with implosional events. The observed double-couple, reverse focal mechanisms at East Mountain were similar to mechanisms determined in previous studies and a composite focal mechanism determined in this study for a sequence outside the mining areas. This suggested that the shear events within the mining areas are being influenced by the regional tectonic stress field. Thus in addition to the seismic events associated with caving of the roof from the longwall operation, there appear to be at least two other types of mining-induced seismic events occurring in the eastern Wasatch Plateau, both submine in origin: (1) events characterized by apparent non-double-couple possibly implosional focal mechanisms and well-defined shear waves; and (2) shear events, which are indistinguishable from tectonic earthquakes and may be considered mining triggered earthquakes. The small mining-induced stress changes that occur beyond a few hundred meters from the mine workings suggest both types of seismic events are occurring on critically stressed, pre-existing zones of weakness. Topography, overburden, method of mining, and mine configuration also appear to be significant factors influencing the occurrence of the implosional submine events.     

Behaviour of abandoned room and pillar mines in Illinois

Summary Little comprehensive information has been reported on the behaviour of room-and-pillar mines. The objective of this paper is to present case data on mine failures in the Illinois basin for use in practice. Presented are results of an ongoing study and details on the site characteristics of cases where sags have developed on the surface. Site data are reported to show the geologic, mining, and sag conditions that existed. Sags mainly develop from pillar, floor, or pillar-floor failure. The character of the sags depends upon the type of mine failure as well as the overburden response.Preliminary results show that the statistical no-risk tributary pressure decreases over 300% as the mine age increases from about 2 to 100 years at a long-term value of approximately 300 psi (2070 kPa). As more information is collected and more analysis is done, the allowable tributary pressure can be determined for different site conditions.A plot is also reported that depicts the relationship of the maximum subsidence to site conditions. It was found that the modified subsidence factor was heavily dependent upon the overburden rock thickness.     

Reliability level III method in design of square pillar resting on weak floor stratum

Summary Current methods of design of pillars resting on weak floor strata involve only a deterministic, conventional safety factor calculation, based on material parameters treated as the mean values taken from observations. In a case where high parameters variability occurs, these methods may lead to fatal design errors resulting in excessive pillar settlement and roof falls. Therefore, to include the influence of parameters quality, the new approach based on reliability level III method was developed. Consideration was given to the identification of the system parameters importance, and to density function for the safety factor treated as a random variable. Design procedure involving floor probability of failure was illustrated by numerical examples.     

矿山排供结合探讨

本文解决大水矿床排供结合问题是国民经济建设中具有实际意义的重要课题。本文较系统地论述了解决排供矛盾和排供结合的办法。着重从地质一水文地质条件,从矿山排水前后矿床地下水的补给、迳流、排泄条件来论证对排供结合方案的选择,并以一个典型的矿床作为实例加以阐明。     

生产矿山矿产资源储量分类的探索与实践

本文主要介绍了生产矿山按<固体矿产资源/储量分类>国家标准对资源储量进行分类所作的一些探索与实践体会,特别是对可行性评价阶段划分和经济意义属性的分析,从生产矿山的实际情况出发进行了探讨.     

江苏矿山生态地质环境问题及防治对策

全面总结江苏省矿产资源开发利用诱发的各类矿山生态地质环境问题，归纳为环境资源破坏与影响、矿山地质灾害和环境污染三大类型。环境资源破坏与影响有对土地资源、植被资源、地表设施、水资源、矿产资源的破坏和对自然景观、文化遗迹、地质遗迹的影响；矿山地质灾害主要有采空区地面塌陷、采矿滑坡、崩塌、矿坑突水、尾矿库坝基渗漏与溃堤、泥石流和岩溶地面塌陷；环境污染有采矿对地下水、地表水、土壤和大气造成的污染。针对省内的矿山生态地质环境问题，提出相应的防治对策。     

乡镇集体矿山建设的有关问题浅议

本世纪70年代以来,乡镇集体矿山建设有了很大的发展,但同时也存在着宏观失控、资源浪费严重、安全事故多、环境污染严重等问题。为此,本文浅议了必备可靠的地质资料、遵循设计和审批程序、合理划定资源界限、综合开发利用,以及搞好安全环保等几个问题,旨在促进乡镇集体矿山建设健康顺利地发展。     

Effects of Deicing-Salts on Heavy Metal Mobility Zum Einfluß von Streusalzen auf die Beweglichkeit von Schwermetallen

Heavy metal input into roadside soils and effects of deicing salts are often discussed as separate environmental problems. However, a relationship between salt input and heavy metal mobility has already been detected in laboratory tests. During a 2-year field study, the soil solution of a roadside soil was continuously sampled. The results of soil solution analysis not only showed a strong rise in deicing-salt related sodium, calcium and chloride concentrations, but also high zinc and cadmium values in winter and spring. Additional laboratory tests confirmed the mobilizing effects of salt solution which contained NaCl and CaCl₂. Cation exchange and the formation of chlorocomplexes are discussed as the responsible mechanisms.