首页> 美国卫生研究院文献>Scientific Reports >An Experimental Investigation of the Risk of Triggering Geological Disasters by Injection under Shear Stress
【2h】

An Experimental Investigation of the Risk of Triggering Geological Disasters by Injection under Shear Stress

机译:剪切应力下注入引发地质灾害风险的实验研究

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Fluid injection has been applied in many fields, such as hazardous waste deep well injection, forced circulation in geothermal fields, hydraulic fracturing, and CO2 geological storage. However, current research mainly focuses on geological data statistics and the dominating effects of pore pressure. There are only a few laboratory-conditioned studies on the role of drilling boreholes and the effect of injection pressure on the borehole wall. Through experimental phenomenology, this study examines the risk of triggering geological disasters by fluid injection under shear stress. We developed a new direct shear test apparatus, coupled Hydro-Mechanical (HM), to investigate mechanical property variations when an intact rock experienced step drilling borehole, fluid injection, and fluid pressure acting on the borehole and fracture wall. We tested the peak shear stress of sandstone under different experimental conditions, which showed that drilling borehole, water injection, and increased pore pressure led to the decrease in peak shear stress. Furthermore, as pore pressure increased, peak shear stress dispersion increased due to crack propagation irregularity. Because the peak shear stress changed during the fluid injection steps, we suggest that the risk of triggering geological disaster with injection under shear stress, pore, borehole, and fluid pressure should be considered.
机译:流体注入已被应用于许多领域,例如危险废物深井注入,地热领域中的强制循环,水力压裂和二氧化碳地质封存。但是,目前的研究主要集中在地质数据统计和孔隙压力的主导作用上。关于钻孔的作用以及注入压力对钻孔壁的影响的实验室研究很少。通过实验现象学,这项研究检查了在剪切应力作用下通过注水引发地质灾害的风险。我们开发了一种新的直接剪切试验设备,称为液压机械(HM),用于研究完整岩石在台阶钻进钻孔,流体注入以及作用在钻孔和裂缝壁上的流体压力时的力学性能变化。我们在不同的实验条件下测试了砂岩的峰值切应力,结果表明,钻孔,注水和增加的孔隙压力导致峰值切应力的减小。此外,随着孔隙压力的增加,由于裂纹扩展的不规则性,峰值切应力分散增加。因为在流体注入步骤中峰值剪切应力会发生变化,所以我们建议应考虑在剪切应力,孔隙,井眼和流体压力下通过注入引发地质灾害的风险。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

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