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Evaluation of the Impact of Hydrostatic Pressure and Lode Angle on the Strength of the Rock Mass Based on the Hoek–Brown Criterion

  
28 ago 2015
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[1] BALMER G., A general analytical solution for Mohr’s envelope, American Society of Testing Materials, 1952, 1260-1271.Search in Google Scholar

[2] BRADY B.H.G., BROWN E.T., Rock Mechanics, 2nd ed., Chapman & Hall, London, 1993.Search in Google Scholar

[3] CHEN W.F., HAN D.J., Plasticity for Structural Engineers, J. Ross Publishing, New York, 2007.Search in Google Scholar

[4] DUFFY S.F., Modeling Stress Strain Relationships and Predicting Failure Probabilities for Graphite Core Components, Project No. 09-838, Cleveland State University, Ohio, 2013.10.2172/1095244Search in Google Scholar

[5] HOEK E., BROWN E.T., Empirical strength criterion for rock masses, Journal of Geotechnical Engineering Division, ASCE 106(GT9) 1980, 1013-1035.10.1061/AJGEB6.0001029Search in Google Scholar

[6] HOEK E., BROWN E.T., Practical estimates of rock mass strength, International Journal of Rock Mechanics and Mining Sciences, 1997, Vol. 34, No. 8, 1165-1186.10.1016/S1365-1609(97)80069-XSearch in Google Scholar

[7] HOEK E., Rock mass properties for underground mines, [in:] W.A. Hustrulid, R.L. Bullock (eds.), Underground Mining Methods: Engineering Fundamentals and International Case Studies, Littleton, Colorado: Society for Mining, Metallurgy, and Exploration (SME), 2001.Search in Google Scholar

[8] HOEK E., CARRNZA-TORRES C., CORKUM B., Hoek-Brown failure criterion - 2002 edition, Proc. NARMS-TAC Conference, Toronto, 2002, 267-273.Search in Google Scholar

[9] IZBICKI R.J., MRÓZ Z., Metody nośności granicznej w mechanice gruntów i skał, PWN, Warszawa, 1976.Search in Google Scholar

[10] KONDERLA P., Metoda elementów skończonych, teoria i zastosowania, Oficyna Wydawnicza Politechniki Wrocławskiej, Wrocław, 2007.Search in Google Scholar

[11] KWAŚNIEWSKI M., Zachowanie się skał izo- i anizotropowych w warunkach trójosiowego ściskania, Zeszyty Naukowe Politechniki Śląskiej seria Górnictwo zeszyt 247. Wydawnictwo Politechniki Śląskiej, Gliwice, 2002.Search in Google Scholar

[12] LEE Y.-K., CHOI B.-H., Equivalent Friction Angle and Cohesion of the Generalized Hoek-Brown Failure Criterion in terms of Stress Invariants, Tunnelling and Underground Space, 2010, Vol. 22, No. 6, 462-470.10.7474/TUS.2012.22.6.462Search in Google Scholar

[13] MOGI K., Effect of the triaxial stress system on fracture and flow of rock, Physics of the Earth and Planetary Interiors, 1972, Vol. 5, 318-324.10.1016/0031-9201(72)90102-1Search in Google Scholar

[14] MOGI K., Flow and fracture of rocks under general triaxial compression, Proc. 4th Int. Congr. on Rock Mechanics, Montreux, Balkema, Rotterdam, 1979, Vol. 3, 123-130.Search in Google Scholar

[15] NAYAK G.C., ZIENKIEWICZ O.C., Convenient forms of stress invariants for plasticity, Proceedings of the ASCE Journal of the Structural Division, 1972, Vol. 98, No. ST4, 949-954.10.1061/JSDEAG.0003219Search in Google Scholar

[16] PATERSON M.S., Experimental rock deformation - the brittle field, Springer-Verlag, Berlin-Heidelberg-New York, 1978.10.1007/978-3-662-11720-0Search in Google Scholar

Lingua:
Inglese
Frequenza di pubblicazione:
4 volte all'anno
Argomenti della rivista:
Geoscienze, Geoscienze, altro, Scienze materiali, Compositi, Materiali porovati, Fisica, Meccanica e dinamica dei fluidi