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Coring damage extent of rock cores retrieved from high in-situ stress condition: A case study

机译:高地应力条件下取回的岩心取心破坏程度:一个案例研究

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摘要

The distribution of damage in deep rock cores is critical for assessing its influence on rock mechanical characteristics. This paper presents a case study on estimating the coring damage extent induced by the stress redistribution through a combined method of numerical simulation and X-ray Computed Tomography (CT) scanning. Rock cores are taken at 1900 m depth from the test tunnel at Jin-ping Second Stage Hydropower Station (JPII) in China. Firstly, the stress path experienced by the rock core during coring has been examined by the numerical simulation, and the distribution of tensile zone in the cross-section of rock core is also discussed. Then two kinds of samples, collected from the same position under different stress levels, are scanned to obtain CT images, and a special CT value analysis strategy was adopted to evaluate coring damage intensities of these samples. The result indicates that the stress state can be regarded as the principal factor for the distribution of coring damage. During coring in the Test Tunnel of JPII under the quasi-hydrostatic stress condition, high tensile stresses (over 5 MPa) are observed at the exterior edge of rock cores, which may lead to the nucleation of microcracks around the core boundary, and the coring damage then propagates to the core centre. The CT scanning also illustrates that the coring damage zone may cover approximately 7080% of the entire cross-section from the outside inside (stress level of 50 MPa), and that the central part of the core is less damaged or eventually undisturbed. Thus, intact rock samples can be expected to be obtained by overcoring the original rock cores. However, the applicability of the overcoring method seems to be largely dependent on the state of in-situ stress at the coring site. The whole core may be damaged if the lateral stress coefficient reaches a critical value (e.g. greater than 3.0), in which case a special coring equipment should be adopted to improve the stress state during coring.
机译:深部岩心中损伤的分布对于评估其对岩石力学特性的影响至关重要。本文提供了一个案例研究,通过数值模拟和X射线计算机断层扫描(CT)扫描相结合的方法估算应力重新分布所导致的取芯损伤程度。岩心取自中国锦屏二级水电站(JPII)的试验隧道,深度为1900 m。首先,通过数值模拟研究了岩心取芯过程中所经历的应力路径,并讨论了岩心截面中的拉伸区分布。然后从相同位置,不同应力水平下采集的两种样品进行扫描以获得CT图像,并采用特殊的CT值分析策略来评估这些样品的取芯损伤强度。结果表明,应力状态可以看作是取芯破坏分布的主要因素。在准静水压力条件下在JPII试验隧道取芯期间,在岩心的外边缘观察到高拉应力(超过5 MPa),这可能导致岩心边界周围的微裂纹成核,并且取芯损害然后传播到核心中心。 CT扫描还显示,取芯损坏区域可能从外部内侧覆盖整个横截面的大约7080%(应力水平为50 MPa),并且岩心的中央部分受到的损坏较小或最终不受干扰。因此,可以期望通过对原始岩心进行过度取芯来获得完整的岩石样本。然而,过度取芯方法的适用性似乎很大程度上取决于取芯部位的原位应力状态。如果侧向应力系数达到临界值(例如大于3.0),则整个芯可能会损坏,在这种情况下,应使用专用的取芯设备以改善取芯过程中的应力状态。

著录项

  • 来源
    《KSCE journal of civil engineering》 |2017年第7期|2946-2957|共12页
  • 作者单位

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

    Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China|Wuhan Univ, Minist Educ, Key Lab Rock Mech Hydraul Struct Engn, Wuhan 430072, Hubei, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    coring damage; damage scope; Computerized Tomography (CT) scanning; Jin-ping Second Stage Hydropower Station (JPII);

    机译:取芯破坏;破坏范围;层析X射线断层扫描;锦屏二级水电站;

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