首页> 外文期刊>Construction and Building Materials >Stress corrosion cracking of rockbolts: An in-situ testing approach
【24h】

Stress corrosion cracking of rockbolts: An in-situ testing approach

机译:岩体应力腐蚀开裂:原位测试方法

获取原文
获取原文并翻译 | 示例
           

摘要

Premature failure of rockbolts due to stress corrosion cracking (SCC) is an unresolved global issue in underground structures, particularly underground mines. To date, SCC of rockbolts has been produced in laboratory-based studies under laboratory conditions, however no attempt to produce SCC in-situ in actual underground coal mine conditions has previously been made. In this study, an innovative testing methodology was used in which a rockbolt coupon was developed with multiple stressed sections. The test coupon could be placed in-situ within a borehole in an underground mine, exposing it to the borehole environment, the surrounding rock strata and the groundwater. In-situ coupons were made from both 1355 and HSAC840 grade rockbolt steels and installed within a typical rockbolted horizon where known SCC failure of rockbolts had occurred. SCC occurred in the 1355 grade in-situ coupons, but not in the HSAC840 grade ones despite service failures of HSAC840 rockbolts having occurred in the same underground mine. The difference in behaviour of the HSAC840 coupons and in-service rockbolts is most likely due to different stress regimes acting on the coupons and the rockbolts. Localised corrosion was observed on both steels although analysis of the groundwater indicated that it had low corrosivity. Microbiological analysis showed that a range of bacteria known to be involved in corrosion were present on the rockbolt coupons and in the underground environment. This suggested that the occurrence of localised corrosion and SCC in low corrosivity groundwater could be due to the presence of microbial organisms, in particular, sulphate reducing bacteria. The results of this study provide detailed insights into the SCC of rockbolts in the underground environment. The method developed here can be used to study other reinforcement elements and stressed settings for stress corrosion cracking. (C) 2020 Elsevier Ltd. All rights reserved.
机译:由于压力腐蚀裂缝(SCC)引起的岩体过早失效是地下结构,特别是地下矿山的未解决的全球问题。迄今为止,在实验室条件下,基于实验室的研究,在基于实验室的研究中产生了SCC,但之前没有尝试在实际地下煤矿条件下生产SCC原位。在这项研究中,使用了一种创新的测试方法,其中岩波特优惠券具有多个压力部分。测试优惠券可以在地下矿井中的钻孔内进入原位,将其暴露于钻孔环境,周围的岩石地层和地下水。原位优惠券是由1355和HSAC840级突破钢制成的,并安装在典型的摇滚角地平线内,已知已知的突破性的岩石失败。 SCC发生在1355年级的原位优惠券中,但尽管HSAC840 Rockbolts的服务失败发生在HSAC840级别的级别,但是在同一地下矿井中发生的服务失败。 HSAC840优惠券和在职摇滚栓的行为的差异很可能是由于在优惠券和岩波的不同的压力制度。在两个钢上观察到局部腐蚀,尽管对地下水的分析表明它具有低腐蚀性。微生物分析表明,岩波票和地下环境中存在一系列已知涉及腐蚀的细菌。这表明,低腐蚀性地下水中局部腐蚀和SCC的发生可能是由于微生物生物的存在,特别是硫酸盐还原细菌。本研究的结果为地下环境中的Rocolbolts SCC提供了详细的见解。这里开发的方法可用于研究其他加强元件和应力腐蚀裂缝的应力设置。 (c)2020 elestvier有限公司保留所有权利。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号