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Corrosion of rock anchors in US coal mines.

机译:美国煤矿中岩石锚杆的腐蚀。

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摘要

The mining industry is a major consumer of rock bolts in the United States. Due to the high humidity in the underground mining environment, the rock bolts corrode and loose their load bearing capacity which in turn reduces the life expectancy of the ground support and, thus, creates operational difficulties and number of safety concerns[1]. Research on rock anchor corrosion has not been adequately extensive in the past and the effects of several factors in the mine atmosphere and waters are not clearly understood. One of the probable reasons for this lack of research may be attributed to the time required for gathering meaningful data that makes the study of corrosion quite challenging.;In this particular work underground water samples from different mines in the Illinois coal basin were collected and the major chemical content was analyzed and used for the laboratory testing. The corrosion performance of the different commercial rock anchors was investigated by techniques such as laboratory immersion tests in five different corrosion chambers, and potentiodynamic polarization tests in simulated ground waters based on the Illinois coal basin. The experiments were conducted with simulate underground mining conditions (corrosive). The tensile strengths were measured for the selected rock anchors taken every 3 months from the salt spray corrosion chambers maintained at different pH values and temperatures. The corrosion potential (Ecorr ), corrosion current (Icorr) and the corresponding corrosion rates (CR) of the selected commercial rock bolts: ;This research will have direct consequence to the rock related safety. The results of this research indicate that certain corrosive conditions are commonly found in mines but uniform corrosion (around 0.01-0.03mm loss per year across the diameter) is generally not considered a serious issue. From this study, longer term research for longterm excavation support is recommended that could quantify the problem depending on the rock anchor used and specific strata conditions.
机译:采矿业是美国锚杆的主要消费者。由于地下采矿环境中的高湿度,岩石螺栓腐蚀并失去了承重能力,进而降低了地面支撑的预期寿命,从而造成了操作困难和安全隐患[1]。过去,对岩石锚固件腐蚀的研究还不够广泛,对矿井大气和水域中若干因素的影响还不清楚。缺乏研究的可能原因之一可能是由于收集有意义的数据所需的时间使腐蚀研究变得颇具挑战性。在本项特殊工作中,收集了伊利诺伊州煤盆地不同矿山的地下水样本,分析主要化学成分并用于实验室测试。通过诸如在五个不同腐蚀室中进行的实验室浸没测试以及在伊利诺伊州煤盆地为基础的模拟地下水中进行的电动力极化测试等技术,研究了各种商品化岩石锚固件的腐蚀性能。实验是在模拟地下采矿条件(腐蚀性)下进行的。每3个月从保持在不同pH值和温度的盐雾腐蚀室中测量所选岩石锚的抗拉强度。所选商用岩石锚杆的腐蚀电位(Ecorr),腐蚀电流(Icorr)和相应的腐蚀速率(CR):;该研究将直接影响与岩石相关的安全性。这项研究的结果表明,在矿山中通常会发现某些腐蚀性条件,但是均匀腐蚀(整个直径每年损失约0.01-0.03mm)通常不被认为是一个严重的问题。从这项研究中,建议对长期开挖支持进行长期研究,以根据所使用的岩石锚固件和特定地层条件对问题进行量化。

著录项

  • 作者

    Bylapudi, Gopi.;

  • 作者单位

    Southern Illinois University at Carbondale.;

  • 授予单位 Southern Illinois University at Carbondale.;
  • 学科 Engineering Mechanical.;Engineering Materials Science.;Engineering Mining.
  • 学位 M.S.
  • 年度 2010
  • 页码 151 p.
  • 总页数 151
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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