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空心包体式钻也三向应变计地应力测量的研究
引用本文:刘允芳,朱杰兵,等.空心包体式钻也三向应变计地应力测量的研究[J].岩石力学与工程学报,2001,20(4):448-453.
作者姓名:刘允芳  朱杰兵
作者单位:刘允芳(长江科学院武汉 430010)       朱杰兵(长江科学院武汉 430010)       刘元坤(长江科学院武汉 430010)
摘    要:对空心包体式钻孔三向应变计的地应力测量方法进行了系统的研究,推导了资料整理的计算公式。对应变片并非直接粘贴在钻孔岩壁上而引入的修正系数Ki和各因素对它的影响以及由它的误差所导致的测量误差,进行了分析。

关 键 词:地应力测量  空心包体式钻孔三向应变计  测量误差
文章编号:1000-6915(2001)04-0448-06
修稿时间:1999年11月23

RESEARCH ON HOLLOW INCLUSION TRIAXIAL STRAIN GAUGE FOR GEOSTRESS MEASUREMENT
Norotnick G, Walton R J. Triaxial hollow inclusion gauges for the determination of rock stress in situA. In: Proc. ISRM Symp. on Sydney SupplementC. Sydney:s.n...RESEARCH ON HOLLOW INCLUSION TRIAXIAL STRAIN GAUGE FOR GEOSTRESS MEASUREMENT[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(4):448-453.
Authors:Norotnick G  Walton R J Triaxial hollow inclusion gauges for the determination of rock stress in situ[A] In: Proc ISRM Symp on Sydney Supplement[C] Sydney:[sn]
Affiliation:Norotnick G, Walton R J. Triaxial hollow inclusion gauges for the determination of rock stress in situ[A]. In: Proc. ISRM Symp. on Sydney Supplement[C]. Sydney:[s.n.].1976,1~8
Abstract:The principle of geostress measurement by hollow inclusion triaxial strain gauge is systematically studied, and the calculation formulas for processs of measured data are derived. The correcting factors Ki, used to correct the error caused by the strain gauges not cemented directly to the surface of rock in the borehole, is discussed. It is also analyzed that the errors of assumed values of correcting factors Ki lead to the errors of geostress measurement.
Keywords:geostress measurement  hollow inclusion triaxial strain gauges  correcting factors Ki
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