SECOND GENERATION OF CONICAL STRAIN GAUGE PROBE FOR STRESS MEASUREMENT IN ROCK MASSIF

被引:0
|
作者
Knejzlik, Jaromir [1 ]
Rambousky, Zdenek [1 ]
Soucek, Kamil [1 ]
Stas, Lubomir [1 ]
机构
[1] Acad Sci Czech Republ, Inst Geon, CZ-70800 Ostrava, Czech Republic
来源
ACTA GEODYNAMICA ET GEOMATERIALIA | 2008年 / 5卷 / 03期
关键词
stress measurement; over-coring;
D O I
暂无
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Compact conical strain gauge probe for borehole over-coring rock massif stress measurement (CCBO), based on experiences of K. Sugavara and Y. Obara, has been developed in Institute of Geonics ASCR, v.v.i. from 2004. First generation of CCBO is equipped by simple electronic circuit which requires continuous communication with control computer in the course of measurement. Prototypes of this type probes are used for long term stress changes monitoring induced by longwall advancement in mine. Solving of continuous data communication through rotating drilling tool filled by wash water in course of over-coring is very difficult technical task, which is not possible to solve in terms of grant project. To avoid this problem a development ofsecond generation of CCBO equipped by microprocessor and internal data logger was initialised. Simplified modification of CCBO is developed as a probe for long-term monitoring of rock massif stress changes (Compact Conical Ended Borehole Monitoring - CCBM). Design of both models probes, discussion of measurement errors and technique of sensitivity self-calibration is described.
引用
下载
收藏
页码:257 / 265
页数:9
相关论文
共 49 条
  • [1] Conical strain gauge probes for stress measurement
    Stas, L.
    Knejzlik, J.
    Rambousky, Z.
    EUROCK 2005: IMPACT OF HUMAN ACTIVITY ON THE GEOLOGICAL ENVIRONMENT, 2005, : 587 - 592
  • [2] First results of conical borehole strain gauge probes applied to induced rock mass stress changes measurement
    Stas, Lubomir
    Soucek, Kamil
    Knejzlik, Jaromir
    ACTA GEODYNAMICA ET GEOMATERIALIA, 2007, 4 (04): : 77 - 82
  • [3] STRESS-STRAIN STATE OF ROCK MASSIF AND BACKFILL AROUND CHAMBERS OF SECOND STAGE MINING
    Kononenko, M. N.
    Petlyovanyi, M., V
    MINING OF MINERAL DEPOSITS, 2014, 8 (02): : 221 - 227
  • [4] ASSESSMENT OF A FRICTIONAL STRAIN GAUGE PROBE FOR DYNAMIC STRAIN MEASUREMENT.
    Harwood, N.
    Strain, 1988, 24 (02) : 67 - 70
  • [5] The influence of rock interlayer location on the stress-strain state of the rock massif near the underground mine
    Rib, S. V.
    INTERNATIONAL SCIENTIFIC CONFERENCE KNOWLEDGE-BASED TECHNOLOGIES IN DEVELOPMENT AND UTILIZATION OF MINERAL RESOURCES, 2018, 206
  • [6] Electric strain gauge measurement of residual stress in welded panels
    Ivetic, G.
    Lanciotti, A.
    Polese, C.
    JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 2009, 44 (01): : 117 - 126
  • [7] Measurement of stress and strain applied to electrochemically aligned collagen fibres by second harmonic generation microscopy
    Goami, Nobutaka
    Yoshiki, Keisuke
    Namazu, Takahiro
    Inoue, Shozo
    LINEAR AND NONLINEAR OPTICS OF ORGANIC MATERIALS XI, 2011, 8113
  • [8] An experimental and numerical study of an innovative probe for rock stress measurement
    Li, G
    Mizuta, Y
    Ishida, T
    Sano, O
    CONTRIBUTION OF ROCK MECHANICS TO THE NEW CENTURY, VOLS 1 AND 2, 2004, : 1123 - 1128
  • [9] Influence of rock massif stress-strain state on uranium ore breaking technology
    Stupnik, N.I., 2013, National Mining University, 4-a, K. Marks Ave., pavilion 3, room 24-a, Dnipropetrovsk, 49000, Ukraine (02):
  • [10] Determination of stress state in rock mass using strain gauge probes CCBO
    Waclawik, Petr
    Stas, Lubomir
    Nemcik, Jan
    Konicek, Petr
    Kalab, Tomas
    INTERNATIONAL CONFERENCE ON MANUFACTURING ENGINEERING AND MATERIALS, ICMEM 2016, 2016, 149 : 544 - 552