Mogi. Flow and Fracture of Rocks under General Triaxial Compression[J]. Applied Mathematics and Mechanics, 1981, 2(6): 585-598.
Citation: Mogi. Flow and Fracture of Rocks under General Triaxial Compression[J]. Applied Mathematics and Mechanics, 1981, 2(6): 585-598.

Flow and Fracture of Rocks under General Triaxial Compression

  • Received Date: 1980-09-20
  • Publish Date: 1981-12-15
  • Recent laboratory studies of the flow and fracture of rocks under general triaxial compression are reviewed. New developments in laboratory techniques have made it possible to measure three principal stresses and strains under general triaxial stress states, in which all three principal stresses are different.Strength and ductility of isotropic rocks are markedly affected not only by the least compression σ3, but also by the intermediate compression σ2, although these two effects are rather additional in strength, but opposite in ductility. The experimental results show that dilatancy is highly aniso-tropic under the general triaxial stress states.Deformational properties of anisotropic rocks have been also measured under the general triaxial compression. In this case, the effect of the intermediate compression markedly depends on the orientations of the weak planes.
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  • [1]
    Akai,K.and Mori,H.,Study on the failure mechanism of sandstone under combined compressive stresses(in Japanese),Proc.Japan Sci.Civil.Eng.,147,(1967),11-24.
    [2]
    Bieniawski,Z.T.,Deformational behaviour of fractured rock under multiaxial compression,In:Structure,Solid Mechanics and Engineering Design.Te'eni,M.(ed.).Proc.Southampton 1969 Civil Engineering Materials Conference.London:Wiley-inter-science,(1971),589-598.
    [3]
    Brace,W.F.,Brittle fracture of rocks,In:Proceedings of International Conference on State of Stress in the Earth's Crust,edited by W.R.Judd,(1964),111-178,Elsevier,New York.
    [4]
    Handin,J.,Strength and ductility,In:Handbook of Physical Constants.Revised ed.Clark,S.P.(ed.).Geol.Soc.Am.Memoir,97,(1966),223-289.
    [5]
    Handin,J.,D.V.Higgs and J.K.O'Brien,Torsion of Yule marble under confining pressure,In:Rock Deformation,Geol.Soc.Amer.Mem.79,edited by D.Griggs and J.Handin,(1960),245-274.
    [6]
    Handin,J.,Heard,H.C.and Magouirk,J.N.,Effects of the intermediate principal stress on the failure of limestone,dolomite,and glass at different temperatures and strain rates,J.Geophys.Res.,72,(1967),611-640.
    [7]
    Hojem,J.P.M.and N.G.W.Cook,The design and construction of a triaxial and polyaxial cell for testing rock specimens,S.African Mech,Eng.,18,(1968),57-61.
    [8]
    Hoskins,E.R.,The failure of thick-walled hollow cylinders of isotropic rock.Int.J.Rock Mech.Min.Sci.,6,(1969),99-125.
    [9]
    Jaeger,J.C.and E.R.Hoskins,Rock failure under the confined Brazilian test,J.Geophys.Res.,71,(1966),2651-2659.
    [10]
    Mogi,K.,Some precise measurements of fracture strength of rocks under uniform compressive stress,Rock Mech,Eng.Geol.,4,(1966),41-55.
    [11]
    Mogi,K.,Effect of the intermediate principal stress on rock failure,J.Geophys.Res.,72,(1967),5117-5131.
    [12]
    Mogi,K.,Effect of the triaxial stress system on the failure of dolomite and limestone,Tectonophysics,11,(197l)a,111-127.
    [13]
    Mogi,K.,Fracture and flow of rocks under high triaxial compression,J.Geophys.Res.,76,(1971)b,1255-1269.
    [14]
    Mogi,K.,Fracture and flow of rocks,Tectonophysics,13,(1972)a,541-568 15Mogi,K.,Effect of the triaxial stress system on fracture and flow of rocks,Phys.Earth Planet.Inter.,5,(1972)b,318-324.
    [15]
    Mogi,K.,Rock fracture.Annual Review Earth Planet.Sci.,1,(1973),63-84.
    [16]
    Mogi,K.,Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors,J.Phys.Earth,25,Su.,(1977),S203-S217.
    [17]
    Mogi,K.,K.Igarashi and H.Mochizuki,Deformation and fracture of rocks under general triaxial stress states-anisotropic dilatancy(in Japanese),J.Material Sci.Japan,27,(1978)a,148-154.
    [18]
    Mogi,K.,M.Kwasniewki and H.Mochizuki,Fracture of anisotropic rocks under general triaxial compression(in Japanese),Abstract,Seismol.Soc.Japan,1,(1978)b,225.
    [19]
    Murrell,S.A.F.,The effect of triaxial stress systems on the strength of rocks at atmospheric temperatures,Geophys.J.,10,(1965),231-282.
    [20]
    Niwa,Y.,W.Koyanagi and S.Kobayashi,Failure criterion of lightweight concrete to triaxial compression(in Japanese),Proc.Japan soc.Civil.Eng.,143,(1967),28-35.
    [21]
    Sakurai,S.and S.Serata,Mechanical properties of rock salt under three dimensional loading conditions,Proc.Japan Congr.Tect.Mater.,10th,(1967),139-142.
    [22]
    Von Kármán,Th.,Festigkeitsversuche unter allsetigem uruck,Z.Verein Deit.Ingr.,55,(1911),1749-1759.
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