首页> 外文期刊>Fuel >Salinity-dependent strength and stress-strain characteristics of reservoir rocks in deep saline aquifers: An experimental study
【24h】

Salinity-dependent strength and stress-strain characteristics of reservoir rocks in deep saline aquifers: An experimental study

机译:深盐含水层储层岩石的盐度依赖性强度和应力应变特征:实验研究

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents an experimental study of the effects of salinity on the mechanical properties of reservoir rocks in deep saline aquifers. Nineteen sandstone specimens saturated in NaCl brines of varying salinity concentrations (0%, 10%, 20%, and 30% NaCl by weight) were tested in a uniaxial compression testing machine and the corresponding fracture propagation patterns were recorded using an advanced acoustic emission (AE) system. The stress-strain curves were analysed, with the simultaneous recording of the acoustic signals and the failure mode. In addition, a digital image correlation system, ARAMIS, was used to measure the lateral and axial strains during the loading period. Scanning electron microscopy (SEM) analysis was performed to understand the changes observed in the uniaxial compressive strength (UCS) and stress-strain behaviour of the rock specimens. According to the experimental results, the UCS and stress-strain behaviour of the rock specimens change with the increasing NaCl concentration of the host fluid. The SEM results show only minor changes in mineral structure during immersion. However, some depositions of NaCl crystals in the rock's pore space were observed. Interestingly, the growth of the NaCl crystals depends on the brine concentration, the amount of growth increasing with increasing brine concentration. The observed changes in AE analysis are also explained by the crystallisation of NaCl in the pore space, which transfers more acoustic energy from the cracks to the AE sensors due to the crushing of NaCl crystals during the compression process.
机译:本文提出了盐度对深层盐水中储层岩石力学特性影响的实验研究。在单轴压缩试验机中测试了19个在盐度不同的NaCl盐水中(饱和NaCl的重量百分比为0%,10%,20%和30%)饱和的砂岩标本,并使用先进的声发射记录了相应的裂缝扩展模式( AE)系统。分析了应力-应变曲线,同时记录了声信号和破坏模式。另外,使用数字图像关联系统ARAMIS来测量加载期间的横向和轴向应变。进行扫描电子显微镜(SEM)分析以了解岩石样品的单轴抗压强度(UCS)和应力-应变行为的变化。根据实验结果,岩石样品的UCS和应力-应变行为随主液NaCl浓度的增加而变化。 SEM结果显示,浸入过程中矿物结构仅有微小变化。然而,在岩石的孔隙空间中观察到了NaCl晶体的一些沉积。有趣的是,NaCl晶体的生长取决于盐水浓度,生长量随盐水浓度的增加而增加。 AE分析中观察到的变化还可以通过孔隙空间中NaCl的结晶来解释,由于压缩过程中NaCl晶体的破碎,NaCl的结晶将更多的声能从裂缝转移到AE传感器。

著录项

  • 来源
    《Fuel》 |2014年第4期|1-11|共11页
  • 作者单位

    Deep Earth Energy Lab, Building 60, Monash University, Melbourne, Victoria 3800, Australia;

    Deep Earth Energy Lab, Building 60, Monash University, Melbourne, Victoria 3800, Australia;

    Deep Earth Energy Lab, Building 60, Monash University, Melbourne, Victoria 3800, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    CO_2 sequestration; Acoustic emission; Sandstone; Strength; Brine;

    机译:二氧化碳封存;声发射;砂岩;强度;盐水;

相似文献

  • 外文文献
  • 中文文献
  • 专利
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