岩土力学 ›› 2022, Vol. 43 ›› Issue (5): 1412-1421.doi: 10.16285/j.rsm.2021.1232

• 测试技术 • 上一篇    

垂直孔应力解除法地应力测试技术及工程应用

王超1, 2,王益腾1,韩增强1, 2,王川婴1,汪进超1,胡胜1   

  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
  • 收稿日期:2021-08-06 修回日期:2021-12-20 出版日期:2022-05-11 发布日期:2022-05-02
  • 通讯作者: 韩增强,男,1986年生,博士,副研究员,主要从事钻孔摄像及岩土工程测试技术方面的研究工作。E-mail:zqhan@whrsm.ac.cn E-mail:wangchao182@mails.ucas.edu.cn
  • 作者简介:王超,男,1996年生,博士研究生,主要从事岩土工程原位测试技术方面的研究工作。
  • 基金资助:
    国家自然科学基金项目(No.41731284,No.41902294)。

In-situ stress measurement technology for vertical hole based on stress relief method and its application

WANG Chao1, 2, WANG Yi-teng1, HAN Zeng-qiang1, 2, WANG Chuan-ying1, WANG Jin-chao1, HU Sheng1   

  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
  • Received:2021-08-06 Revised:2021-12-20 Online:2022-05-11 Published:2022-05-02
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41731284, 41902294).

摘要: 针对应力解除法在垂直深孔中应用的局限性,提出一种适用于垂直深孔的应力解除法地应力测试技术。研制基于显微光学成像原理的触头式孔径变形测量装置,通过对单动双管钻具进行优化配接,形成了适用于垂直深孔的地应力快速测试技术。孔径变形测量装置采用孔径变形感知、显微成像及测量定向等关键技术,简化了测试过程,缩短了测试时间,能够实现高地温、高水压垂直深孔中多方向孔径变形测量;引入单动双管钻具,对其钻进、取芯以及过流进行优化配接,形成了地应力辅助测试装置。在金山店铁矿张福山矿床–410 m和–500 m水平进行了地应力测试,获取到的环形岩芯内径稳定,且完整性高,验证了辅助装置具备精确成孔和完整取芯的技术优势,为孔径变形准确测量提供了保障;计算得到了4个点位处的地应力数据,其主应力基本随深度增加而增大,最大水平主应力约在NNW~NNE方向上。研究表明,垂直孔应力解除法地应力测量技术能够在垂直深孔中快速、可靠地实现地应力测试

关键词: 应力解除, 双管钻具, 孔径变形, 环形岩芯

Abstract: Aiming at the limitation of stress relief method in vertical deep hole, an in-situ stress measurement technology suitable for vertical deep hole is proposed. A contact type aperture deformation measurement device based on the principle of micro optical imaging is developed, and a rapid in-situ stress measurement technology suitable for vertical deep holes is formed through the optimal connection of single acting double pipe drilling tools. The aperture deformation measuring device adopts key technologies such as aperture deformation perception, micro-imaging and directional measurement. This technology could simplify the test process, shorten the test time, realize multi-directional aperture deformation measurement under high temperature and high water pressure environment in vertical deep hole. A single acting double pipe drilling tool is introduced to optimize its drilling, coring and overflow, and an in-situ stress auxiliary testing device is formed. In-situ stress measurements are carried out at –410 m and –500 m levels in Jinshandian iron mine. The obtained annular core has stable inner diameter and high integrity, which verifies that the auxiliary test device has the technical advantages of accurate hole forming and complete coring, and provides a guarantee for the accurate measurement of borehole diameter deformation. The in-situ stress data at 4 points are obtained through measurement. The principal stress basically increases with the increase of depth, and the direction of the maximum horizontal principal stress is about NNW-NNE. The research shows that the in-situ stress measurement technology based on stress relief method proposed in this paper can realize in-situ stress measurement quickly and reliably in vertical deep holes.

Key words: stress relief, double pipe drilling tool, aperture deformation, annular core

中图分类号: 

  • TU 431
[1] 王川婴, 王益腾, 韩增强, 汪进超, 邹先坚, 胡胜, . 基于钻孔形态分析的地应力测量方法研究[J]. 岩土力学, 2019, 40(S1): 549-556.
[2] 况联飞,周国庆,王建州,朱坤朋,商翔宇,. 斜孔掏土应力解除法治理煤矿生根井塔偏斜研究[J]. , 2018, 39(4): 1422-1430.
[3] 蒙 伟,何 川,汪 波,张钧博,吴枋胤,夏舞阳. 基于侧压力系数的岩爆区初始地应力场二次反演分析[J]. , 2018, 39(11): 4191-4200.
[4] 钟 山,江 权,冯夏庭,刘继光,李邵军,邱士利,吴世勇,. 锦屏深部地下实验室初始地应力测量实践[J]. , 2018, 39(1): 356-366.
[5] 张重远 ,吴满路 ,廖椿庭 . 金川三矿地应力测量及应力状态特征研究[J]. , 2013, 34(11): 3254-3260.
[6] 李彦恒,谭可可,冯 利. 基于岩饼几何形态测量的原地应力测定方法[J]. , 2012, 33(S2): 224-0228.
[7] 李 宏,马元春,王福江. 压磁套芯三维原地应力测量研究[J]. , 2007, 28(2): 253-257.
[8] 韩昌瑞,白世伟,张 波. 正交各向异性岩体孔径变形法的二维地应力分析方法改进[J]. , 2007, 28(11): 2249-2253.
[9] 侯明勋,葛修润. 三维地应力计算模型研究[J]. , 2007, 28(10): 2017-2021.
[10] 杨树新 ,许兆义 ,李 宏,. 三峡工程永久船闸开挖前后实测应力分布特征[J]. , 2006, 27(S2): 61-65.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 姚仰平,侯 伟. 土的基本力学特性及其弹塑性描述[J]. , 2009, 30(10): 2881 -2902 .
[2] 徐金明,羌培,张鹏飞. 粉质黏土图像的纹理特征分析[J]. , 2009, 30(10): 2903 -2907 .
[3] 向天兵,冯夏庭,陈炳瑞,江 权,张传庆. 三向应力状态下单结构面岩石试样破坏机制与真三轴试验研究[J]. , 2009, 30(10): 2908 -2916 .
[4] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[5] 夏栋舟,何益斌,刘建华. 土-结构动力相互作用体系阻尼及地震反应分析[J]. , 2009, 30(10): 2923 -2928 .
[6] 徐速超,冯夏庭,陈炳瑞. 矽卡岩单轴循环加卸载试验及声发射特性研究[J]. , 2009, 30(10): 2929 -2934 .
[7] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[8] 张其一. 复合加载模式下地基失效机制研究[J]. , 2009, 30(10): 2940 -2944 .
[9] 易 俊,姜永东,鲜学福,罗 云,张 瑜. 声场促进煤层气渗流的应力-温度-渗流压力场的流固动态耦合模型[J]. , 2009, 30(10): 2945 -2949 .
[10] 陶干强,杨仕教,任凤玉. 崩落矿岩散粒体流动性能试验研究[J]. , 2009, 30(10): 2950 -2954 .