首页 | 本学科首页   官方微博 | 高级检索  
     

超声波钻孔电视在地应力测量研究中的应用
引用本文:毛吉震,陈群策,王成虎.超声波钻孔电视在地应力测量研究中的应用[J].岩土工程学报,2008,30(1):46-50.
作者姓名:毛吉震  陈群策  王成虎
作者单位:中国地震局地壳应力研究所;中国地震局地壳应力研究所 北京100085;北京100085;
基金项目:财政部基本科研业务专项资助项目
摘    要:通过一个300m和一个800m典型钻孔的实际测试结果,揭示超声波钻孔电视在地应力测量研究领域中的几个应用实例,如:岩层裂缝的检测、地应力测试段的选定、岩芯定向,特别是对水压致裂法形成的诱发裂缝和孔壁崩落的测定及分析,在地应力测量研究中将可显示出较强的优势,尤其是最大水平主应力方向的获取,更优于其它方法。并将在两个钻孔中所得结果与常用的定向印模测试结果进行了对比,取得了较为一致的成果。关于超声波钻孔电视对水压致裂法诱发裂缝的测试还未曾见过报道。最后简述了地应力数值大小的推估研究与展望。

关 键 词:超声波钻孔电视  裂隙检测  诱发裂缝  孔壁崩落  地应力测量  
文章编号:1000-4548(2008)01-0046-05
收稿时间:2007-01-25
修稿时间:2007年1月25日

Application of acoustic borehole televiewer to measurement of in-situ stress
MAO Ji-zhen,CHEN Qun-ce,WANG Cheng-hu.Application of acoustic borehole televiewer to measurement of in-situ stress[J].Chinese Journal of Geotechnical Engineering,2008,30(1):46-50.
Authors:MAO Ji-zhen  CHEN Qun-ce  WANG Cheng-hu
Affiliation:Institute of Crustal Dynamics China Earthquake Administration Beijing 100085 China
Abstract:Based on the measured results of two boreholes 300 m borehole and 800 m in depth,respectively several application cases of acoustic borehole televiewer to the measurement of in-situ stress were revealed: detection of fissures in the rock mass,determination of test interval for measurement of in-situ stress and orientation of borehole cores.Especially for the definition and analysis of induced fissures created by hydraulic fracturing and borehole wall breakouts,there were many advantages of this equipment and method in the in-situ stress measurement to determine the orientation of the principal horizontal stress.It was shown by the comparison of the final results with those of the typical fracture impression method that the the two methods coincided with each other.In the end,a study on the estimation of magnitude of in-situ stress was described.
Keywords:acoustic borehole televiewer  detecting of fissures  fissure induction  borehole wall breakout  measurement of in-situ stress
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号