岩土力学 ›› 2023, Vol. 44 ›› Issue (4): 1089-1099.doi: 10.16285/j.rsm.2022.0742

• 基础理论与实验研究 • 上一篇    下一篇

基于毫米压痕测试获取致密砂岩弹性模量的研究

罗宇杰1, 2,张杨3,刘容妃1,胡大伟1, 2,周辉1, 2,肖海斌4   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049; 3. 中国石油集团工程技术研究院有限公司井下作业研究所,北京 102206;4. 华能澜沧江水电股份有限公司,云南 昆明 650000
  • 收稿日期:2022-05-18 接受日期:2022-09-09 出版日期:2023-04-18 发布日期:2023-04-29
  • 通讯作者: 胡大伟,男,1981年生,博士,研究员,博士生导师,主要从事地下工程多场耦合方面的研究工作。E-mail: dwhu@whrsm.ac.cn E-mail:286275850@qq.com
  • 作者简介:罗宇杰,男,1993年生,博士研究生,主要从事多尺度岩石力学方面的研究工作。
  • 基金资助:
    国家自然科学基金(No.52179114);中国科学院前沿科学重点研究计划(No.ZDBS-LY-DQC022);华能集团科技项目(No.HNKJ19-H14)。

Study of obtaining elastic modulus of tight sandstone based on mm-indentation test

LUO Yu-jie1, 2, ZHANG Yang3, LIU Rong-fei1, HU Da-wei1, 2, ZHOU Hui1, 2, XIAO Hai-bin4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2.University of Chinese Academy of Sciences, Beijing 100049, China; 3. Downhole Operation Research Department, CNPC Engineering Technology R&D Company Limited, Beijing 102206, China; 4. Huaneng Lancang River Hydropower Inc., Kunming, Yunnan 650000, China
  • Received:2022-05-18 Accepted:2022-09-09 Online:2023-04-18 Published:2023-04-29
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52179114), the Key Research Program of Frontier Sciences, CAS (ZDBS-LY-DQC022) and the China Huaneng Group Technology Project (HNKJ19-H14).

摘要: 深部岩石工程安全高效开发的前提是精确获取深部的岩石力学参数。针对钻井取芯困难、成本高,室内力学试验数据少,离散性大的问题,提出了一种基于毫米压痕测试精确获取致密砂岩弹性模量的方法。采用5种常用的硬度计压头,控制最大载荷和加/卸载速率作为试验变量,对塔里木油田致密砂岩进行了大量毫米压痕测试。结果表明,采用布氏球形压头,基于Oliver-Pharr理论可以精确获取致密砂岩的弹性模量。进而,分析了布氏球形压头直径、加/卸载速率和最大载荷等试验条件对测试结果的影响规律,明确了最优试验条件;并通过有限元计算分析了受力区域应力分布规律,讨论了不同试验条件下代表性体积单元与Oliver-Pharr理论的适用性。与传统的微/纳米压痕测试相比,该方法具有测试速度快、制样方便和成本低等优点,可应用于钻井现场返排的岩屑以及难以制作标准试样的岩芯样品,为深部资源的高效开发和深部岩石工程的安全建设提供有力支撑。

关键词: 毫米压痕测试, 致密砂岩, 弹性模量, 布氏压头, Oliver-Pharr理论

Abstract: The precise acquisition of deep rock mechanical parameters is required for the safe and efficient development of deep rock engineering. In response to the problems of difficult and costly coring, little data from laboratory tests and large discreteness, a method based on mm-indentation tests is developed to accurately obtain the elastic modulus of tight sandstone. In this paper, five indenters commonly used in mm-indentation test are used. A large number of mm-indentation tests on tight sandstone in the Tarim oilfield are performed by controlling the maximal load and loading/unloading rate as test variables. The results show that Brinell spherical indenters can accurately measure the elastic modulus of tight sandstone based on the Oliver-Pharr theory. In addition, the influence of test conditions such as Brinell indenter diameter, loading/unloading rate, and maximal load on test results is analyzed, and the optimal test conditions are clarified. The stress distribution in the stressed area is analyzed using FEM software, and the applicabilities of representative volume element and Oliver Pharr theory under various test conditions is discussed. Compared with the traditional micro/nanoindentation test, the proposed method has the advantages of rapid testing speed, simple sample preparation, and low cost, and it can be applied to a large number of drill cuttings returned from drilling sites as well as core samples with fracture development that are difficult to make standard samples, providing strong support for the efficient development of deep resources and the safe construction of deep rock engineering.

Key words: mm-indentation test, tight sandstone, elastic modulus, Brinell indenter, Oliver-Pharr theory

中图分类号: TU452
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