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Delayed deformations measured over periods of 1 yr are viscoelastic, viscoelastic with compaction, and viscoplastic; under triaxial compression, increasing hydrostatic pressures equal or less than 1000 bars, make most of rocks viscoplastic and ductile; variation of Poisson coefficient during different deformation methods; effect of neutral liquid pressure and pore saturation with water on deformation of rocks; durability of rocks maintained under constant pressure, especially that of viscoplastic rocks. (n 10 Oct 1964 p 1113-47, n 11 Nov p 1183-1217)
Delayed deformations measured over periods of 1 yr are viscoelastic, viscoelastic with compaction, and viscoplastic; under triaxial compression, increasing hydrostatic pressures equal or less than 1000 bars, make most of rocks viscoplastic and ductile; variation of Poisson coefficient during different deformation methods; effect of neutral liquid pressure and pore saturation with water on deformation of rocks; durability of rocks maintained under constant pressure, especially that of viscoplastic rocks. (n 10 Oct 1964 p 1113-47, n 11 Nov p 1183-1217)
Experimental study of rock deformation
Etude experimentale de la deformation des roches
Morlier, P. (author)
1964
Article (Journal)
English
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