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Volumn 46, Issue 5, 2009, Pages 879-895

The Äspö Pillar Stability Experiment: Part II-Rock mass response to coupled excavation-induced and thermal-induced stresses

Author keywords

Acoustic emission; APSE; sp HRL; Back calculation; Confinement; Displacement; Extension strain; Fracturing; Heating; Nuclear waste; Numeric modelling; Radial expansion; Rock mass strength; Shear failure; SKB; Spalling; Stress; Tensile failure; Yielding

Indexed keywords

ACOUSTIC EMISSION TESTING; COMPRESSIVE STRENGTH; EXCAVATION; RADIOACTIVE WASTES; ROCK MECHANICS; ROCKS;

EID: 67349223987     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2009.03.002     Document Type: Article
Times cited : (148)

References (24)
  • 1
    • 67349146446 scopus 로고    scopus 로고
    • Äspö pillar stability experiment part I, experiment design
    • this issue, doi:10.1016/j.ijrmms.2009.02.010
    • Andersson JC, Martin CD. Äspö pillar stability experiment part I, experiment design. Int J Rock Mech Mining Sci 2009; this issue, doi:10.1016/j.ijrmms.2009.02.010.
    • (2009) Int J Rock Mech Mining Sci
    • Andersson, J.C.1    Martin, C.D.2
  • 2
    • 85154581717 scopus 로고    scopus 로고
    • Andersson JC, Johansson Å. Boring of full scale deposition holes at the Äspö Hard Rock Laboratory. Operational experiences including boring performance and a work time analysis. SKB report TR-02-26, Stockholm, 2002.
    • Andersson JC, Johansson Å. Boring of full scale deposition holes at the Äspö Hard Rock Laboratory. Operational experiences including boring performance and a work time analysis. SKB report TR-02-26, Stockholm, 2002.
  • 3
    • 56149109555 scopus 로고    scopus 로고
    • Äspö pillar stability experiment. Acoustic emission and ultrasonic monitoring
    • R-05-09, Stockholm
    • Haycox JR, Pettitt WS, Young RP. Äspö pillar stability experiment. Acoustic emission and ultrasonic monitoring. SKB report R-05-09, Stockholm, 2005.
    • (2005) SKB report
    • Haycox, J.R.1    Pettitt, W.S.2    Young, R.P.3
  • 4
    • 85154565185 scopus 로고    scopus 로고
    • Rocscience 〈www.rocscience.com〉.
    • Rocscience
  • 5
    • 0031252053 scopus 로고    scopus 로고
    • The effect of cohesion loss and stress path on brittle rock strength
    • Martin C.D. The effect of cohesion loss and stress path on brittle rock strength. Can Geotech J 34 (1997) 698-725
    • (1997) Can Geotech J , vol.34 , pp. 698-725
    • Martin, C.D.1
  • 6
    • 85154592574 scopus 로고    scopus 로고
    • CIMNE. CODE_BRIGHT. A 3-D program for thermo-hydro-mechanical analysis in geological media. Departemento de Ingeniería del Terreno, Cartográfica y Geofística, UCP, Barcelona, 2000.
    • CIMNE. CODE_BRIGHT. A 3-D program for thermo-hydro-mechanical analysis in geological media. Departemento de Ingeniería del Terreno, Cartográfica y Geofística, UCP, Barcelona, 2000.
  • 7
    • 85154585844 scopus 로고    scopus 로고
    • Äspö pillar stability experiment. Thermo-mechanical 3D back analyze of the heating phase
    • IPR-05-19, Äspö Hard Rock Laboratory, Stockholm
    • Fälth B, Kristensson O, Hökmark H. Äspö pillar stability experiment. Thermo-mechanical 3D back analyze of the heating phase. SKB report IPR-05-19, Äspö Hard Rock Laboratory, Stockholm, 2005.
    • (2005) SKB report
    • Fälth, B.1    Kristensson, O.2    Hökmark, H.3
  • 9
    • 85154584873 scopus 로고    scopus 로고
    • Andersson JC. Rock mass response to coupled mechanical thermal loading. Äspö pillar stability experiment, Sweden. PhD thesis, Royal Institute of Technology (KTH), Stockholm, TRITA-JOB PHD 1008, 2007.
    • Andersson JC. Rock mass response to coupled mechanical thermal loading. Äspö pillar stability experiment, Sweden. PhD thesis, Royal Institute of Technology (KTH), Stockholm, TRITA-JOB PHD 1008, 2007.
  • 10
    • 85154608750 scopus 로고    scopus 로고
    • Äspö pillar stability experiment. Detailed geological mapping of the pillar blocks
    • IPR-05-24, Äspö Hard Rock Laboratory, Stockholm
    • Lampinen H. Äspö pillar stability experiment. Detailed geological mapping of the pillar blocks. SKB report IPR-05-24, Äspö Hard Rock Laboratory, Stockholm, 2005.
    • (2005) SKB report
    • Lampinen, H.1
  • 11
    • 56149111398 scopus 로고    scopus 로고
    • Äspö pillar stability experiment, geology and mechanical properties of the rock in TASQ
    • R-04-01, Stockholm
    • Staub I, Andersson JC, Magnor B. Äspö pillar stability experiment, geology and mechanical properties of the rock in TASQ. SKB report R-04-01, Stockholm, 2004.
    • (2004) SKB report
    • Staub, I.1    Andersson, J.C.2    Magnor, B.3
  • 13
    • 0003851224 scopus 로고    scopus 로고
    • Äspö HRL-geoscientific evaluation 1997/5. Models based on site characterization 1986-1995
    • TR-97-06, Stockholm
    • Rhén I, Gustafson G, Stanfors R, Wikberg P. Äspö HRL-geoscientific evaluation 1997/5. Models based on site characterization 1986-1995. SKB report TR-97-06, Stockholm, 1997.
    • (1997) SKB report
    • Rhén, I.1    Gustafson, G.2    Stanfors, R.3    Wikberg, P.4
  • 15
    • 85154570114 scopus 로고    scopus 로고
    • Summary report-development of laboratory test and the stress-strain behaviour of Olkiluoto mica gneiss, Posiva-97-04, ISBN 951-652-029-4
    • Hakkala M, Heikkilä E. Summary report-development of laboratory test and the stress-strain behaviour of Olkiluoto mica gneiss. Posiva report Posiva-97-04, ISBN 951-652-029-4, 1996.
    • (1996) Posiva report
    • Hakkala, M.1    Heikkilä, E.2
  • 16
    • 84860318326 scopus 로고
    • Dilatancy in the fracture of crystalline rocks
    • Brace W.F., Paulding B., and Scholz C. Dilatancy in the fracture of crystalline rocks. J Geophys Res 71 (1966) 3939-3953
    • (1966) J Geophys Res , vol.71 , pp. 3939-3953
    • Brace, W.F.1    Paulding, B.2    Scholz, C.3
  • 17
    • 0028591705 scopus 로고
    • The progressive fracture of Lac du Bonnet granite
    • Martin C.D., and Chandler N.A. The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci 31 (1994) 569-643
    • (1994) Int J Rock Mech Min Sci , vol.31 , pp. 569-643
    • Martin, C.D.1    Chandler, N.A.2
  • 18
    • 0032056193 scopus 로고    scopus 로고
    • Identifying crack initiation and propagation thresholds in brittle rocks
    • Eberhardt E., Stead D., Stimpson B., and Read R. Identifying crack initiation and propagation thresholds in brittle rocks. Can Geotech J 35 (1998) 222-233
    • (1998) Can Geotech J , vol.35 , pp. 222-233
    • Eberhardt, E.1    Stead, D.2    Stimpson, B.3    Read, R.4
  • 19
    • 0000621467 scopus 로고
    • Experimental study of the fracturing process in brittle rocks
    • Scholz C.H. Experimental study of the fracturing process in brittle rocks. J Geophys Res 73 (1968) 1447-1454
    • (1968) J Geophys Res , vol.73 , pp. 1447-1454
    • Scholz, C.H.1
  • 21
    • 0031109575 scopus 로고    scopus 로고
    • Microstructural analysis of uniaxially deformed sanstone-evidence of intergranular microcrack growth
    • Pestman B.J., and Van Munster J.G. Microstructural analysis of uniaxially deformed sanstone-evidence of intergranular microcrack growth. Int J Rock Mech Min Sci 34 (1996) 374
    • (1996) Int J Rock Mech Min Sci , vol.34 , pp. 374
    • Pestman, B.J.1    Van Munster, J.G.2
  • 22
    • 0019783552 scopus 로고
    • A simple extension strain criterion for fracture of brittle rock
    • Stacey T.R. A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Min Sci 18 (1981) 469-474
    • (1981) Int J Rock Mech Min Sci , vol.18 , pp. 469-474
    • Stacey, T.R.1
  • 23
    • 0002046397 scopus 로고    scopus 로고
    • AECL's Mine-by experiment: A test tunnel in brittle rock
    • Quebec
    • Martin CD, Read RS. AECL's Mine-by experiment: a test tunnel in brittle rock. In: Proceedings of the NARMS, Quebec, 1996.
    • (1996) Proceedings of the NARMS
    • Martin, C.D.1    Read, R.S.2
  • 24
    • 0032759663 scopus 로고    scopus 로고
    • Hoek-Brown parameters for predicting the depth of brittle failure around tunnels
    • Martin C.D., Kaiser P.K., and McCreath D.R. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels. Can Geotech J 36 (1999) 136-151
    • (1999) Can Geotech J , vol.36 , pp. 136-151
    • Martin, C.D.1    Kaiser, P.K.2    McCreath, D.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.