Studies for rockburst prediction in the Carrara Marble (Italy)

Rock Stress and Earthquakes - Proceedings of the 5th International Symposium on In-Situ Rock Stress

Volumn , Issue , 2010, Pages 367-373

  Coli, M ^a   Livi, E ^a   Berry, P ^b   Bandini, A ^b   Jia, X N ^c  

^a UNIVERSITY OF FLORENCE   (Italy)

^b UNIVERSITY OF BOLOGNA   (Italy)

^c CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

GEOMECHANICS; OPEN PIT MINING; QUARRIES; ROCK BURSTS;

CARRARA MARBLES; FEM ANALYSIS; LABORATORY DETERMINATIONS; MARBLE ROCK; MINING STOPES; PHYSICAL AND MECHANICAL PARAMETERS; ROCKBURST PREDICTION; STABILITY ANALYSIS;

MARBLE;

EID: 84860200163     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9780415601658-64     Document Type: Conference Paper

References (20)

1. ASTM 1994. American Society for Testing and Materials. Annual book of ASTM standards.Vol 04.08. Philadeplhia, PA, USA.
2. Bandini, A. & Berry, P. 2010. A suggested approach to study variability of impact strength in heterogeneous rock materials. Geoflorida2010 - Advances in analysis, modeling & design. Geotechnical special Publication, no 199: 1227-1236.West Palm Beach (FL): 20-24 February 2010.
3. Berry, P. & De Virgilio, F. 1985. Significatività dell'indice di resistenza R.I.H.N. III Convegno Nazionale su Attività Estrattiva di minerali di 2a categoria, Bari 17-19 gennaio 1985: 103-109.
4. Coli, M. 1995. Geostructural and geomechanical setting of the Carrara Marble quarries, Italy. Mechanics of jointed and faulted rock, MJFR-2, Wien, 10-14 Aprile 1995. Rotterdam: Balkema.
5. Coli, M. 2001a. Geomechanical characterisation of Carrara Marble. ISRM Regional Symposium, EUROCK 2001, Helsinky: 53-57. Rotterdam: Balkema.
6. Coli, M. 2001b. Underground exploitation of the Carrara Marble. In Adachi et al. (eds), Modern Tunneling Science and Technology: 1045-1050.
7. Coli, M. & Livi, E. 2002. Applicazione di tecniche GIS nella pianificazione dell'attività' estrattiva: carte della stabilità generale di versante dei Bacini Marmiferi Industriali del Comune di Carrara. Quarry and Construction 12: 17-25.
8. Coli M., Livi E. & Pini G. (2006) Riferimenti geostrutturali e geomeccanici per una corretta progettazione in sicurezza di cave in galleria nei bacini marmiferi apuani. GEAM, Atti convegno "Le cave in sotterraneo", Torino 20/6/06, 101-106.
9. E.R.T.A.G. 1980. I Marmi Apuani: schede merceologiche. Firenze: Regione Toscana, Nuova Grafica Fiorentina.
10. Franklin, J.A. & Hoek, E. 1970. Developments in triaxial testing technique. Rock Mechanics, 1970, 2, 223-228.
11. Hawkins, A.B. 1998. Aspects of rock strength. Bull. Eng. Geol. Environ. 57: 17-30.
12. He, M.C., Miao, J.L. &, Feng, J.L. 2010. Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions. International Journal of Rock Mechanics & Mining Sciences. 47(2): 286-298.
13. Hoek, E. & Brown, E.T. 1980. Underground excavation of rock. London: Institution of Mining and Metallurgy. ISRM
14. R. Ulusay, R. & Hudson, J.A. (Editors) 2007. The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974-2006. Turkey: ISRM Turkish National Group Ankara.
15. Jaeger, J.C., Cook, N.G.W. & Zimmerman, R.W. 2007. Fundamentals of rock mechanics. NewYork:Wiley.
16. John, M. 1972. The influence of length to diameter ratio on rock properties in uniaxial compression: a contribution to standardization in rock mechanics testing. Rep S Afr CSIR No ME1083/5.
17. Mogi, K. 2007. Experimental rock mechanics. London: Taylor & Francis.
18. Obert, L., Windes, S.L. & Duvall, W.I. 1946. Standardized tests for determining the physical properties of mines rocks.US Bureau of Mines Report of Investigations, 3891, p 1.
19. Rotonda, T. 1991. Mechanical behaviour of an artificially microcracked marble. Proc. 7th Congr. ISRM: 345-350. Rotterdam: Balkema.
20. Tang, C.A., Tham, L.G., Lee, P.K.K. & Liu, H. 2000. Numerical studies of the influence of microstructure on rock failure in uniaxial compression - Part II: constraint, slenderness and size effect. International Journal of Rock Mechanics and Mining Sciences, 37 (4): 571-583.