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地质力学学报:2017,23(4):526-530
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岩石非弹性应变恢复(ASR)地应力测试方法中柔度研究进展评述
(1.国土资源部新构造运动与地质灾害重点实验室, 北京 100081;2.中国地质科学院地质力学研究所, 北京 100081;3.北京科技大学土木与资源学院, 北京 100083;4.中国电建集团北京勘测设计研究院有限公司, 北京 100024)
REVIEW ON THE RESEARCH PROGRESS OF THE COMPLIANCE OF ROCKS IN IN-SITU STRESS MEASUREMENT METHODS OF ANELASTIC STRAIN RECOVERY (ASR)
(1.Key Lab of Neotectonic Movement and Geohazards, Ministry of Land and Resources, Beijing 100081, China;2.Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China;3.College of civil and resource engineering, University of Science & Technology, Beijing 100083, China;4.Beijing engineering corporation limited, Power Construction Corporation of China Ltd., Beijing 100024, China)
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投稿时间:2017-01-20    
中文摘要: 本文通过分析国内外非弹性应变恢复(ASR)法地应力测量研究现状,并对ASR法中重要的柔度参数作了系统整理,认为该测量方法在理论上逐渐趋于成熟,在技术应用上有广阔的前景,但该地应力测量原理中,针对温度、应力环境(作用应力)对ASR岩石柔度影响的研究相对较少,还存在一些缺陷,为此提出了该地应力测试方法有待改进或补充的建议,为完善ASR法地应力测量原理指明了研究方向,对今后ASR地应力测量技术的完善和发展具有重要的意义。
Abstract:In this article, through the analysis of the research progress on in-situ stress measurement of Anelastic Strain Recovery (ASR) method at domestic and abroad and the systemic review of the compliance parameters of ASR method, it is believed that ASR method is mature in theory and has broad prospect in application. In the measurement principle, however, few studies on the influence of temperature and stress environment (stress) on the ASR compliance of rocks have been done. To this end, the suggestions on the improvement or supplement of ASR method are proposed, which point out the direction of the improvement of the measurement principles and has great importance to the development of the ASR in-situ stress method.
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基金项目:中央级公益性科研院所基本科研业务费专项(YYWF201615);中国地质调查局地质调查项目(DD20160149)。
引用文本:
马秀敏,彭华,白金朋,等,2017.岩石非弹性应变恢复(ASR)地应力测试方法中柔度研究进展评述[J].地质力学学报,23(4):526-530.DOI:
MA Xiumin,PENG Hua,BAI Jinpeng,et al,2017.REVIEW ON THE RESEARCH PROGRESS OF THE COMPLIANCE OF ROCKS IN IN-SITU STRESS MEASUREMENT METHODS OF ANELASTIC STRAIN RECOVERY (ASR)[J].Journal of Geomechanics,23(4):526-530.DOI:

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