1980
DOI: 10.2172/6919451
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Strength and ductility of room-dry and water-saturated igneous rocks at low pressures and temperatures to partial melting. Final report

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Cited by 17 publications
(14 citation statements)
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References 12 publications
(15 reference statements)
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“…Confinement, initial grain size, strain rate, and cyclic loading certainly play important roles, which need to be thoroughly investigated. Nevertheless, our results, like that of Friedman et al [], suggest that, under confinement (here 30 MPa, 50 MPa in the case of Friedman et al []), the peak strength of fine grain‐size crystalline rocks are actually quite insensitive to initial damage. An unanswered question then remains: How high is the pressure required to negate the effect of thermal cracking?…”
Section: Discussionsupporting
confidence: 77%
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“…Confinement, initial grain size, strain rate, and cyclic loading certainly play important roles, which need to be thoroughly investigated. Nevertheless, our results, like that of Friedman et al [], suggest that, under confinement (here 30 MPa, 50 MPa in the case of Friedman et al []), the peak strength of fine grain‐size crystalline rocks are actually quite insensitive to initial damage. An unanswered question then remains: How high is the pressure required to negate the effect of thermal cracking?…”
Section: Discussionsupporting
confidence: 77%
“…Many studies have concentrated on the effect of crack damage on elastic and transport properties, often by using thermally cracked material [ Fredrich and Wong , ; Darot and Reuschlé , ; Vinciguerra et al , ; Nara et al , ; Ougier‐Simonin et al , , ; Wang et al , ; Faoro et al , ]. Some years ago, Friedman et al [] heated Charcoal granodiorite to 1000°C, and then deformed the thermally cracked samples at confining pressure of 50 MPa, which turned out to be as strong as an unheated sample deformed at the same pressure. Similar behavior was observed in Cuerbio basalt heated to 750°C.…”
Section: Introductionmentioning
confidence: 99%
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“…This analysis indicates that Φ → 0 o as pressure increases to 800 bar and c increases substantially with increase in pressure and can be as high as 340 MPa at 800 MPa for Carrara marble. Increases in temperature suggest also that Φ → 0 o as temperature increases (Friedman et al., ) although the data are meagre. Thus, the assumptions of Yamato and Brun () for values of the constitutive parameters are unsubstantiated and do not make physical sense as c = 0 represents a cohesionless sand and Φ = 30 o represents a very high pressure dependence that is not reflected in the experimental stress strain curves at high pressures.…”
Section: Two Examplesmentioning
confidence: 99%
“…This can take place at temperatures as low as 300˚ C. On further heating, the elastic properties of the rock change considerably, permitting disintegration under lower levels of applied stress than would otherwise be the case. For example, in laboratory tests, Friedman et al (3) observed the ultimate strength of an unconfined sample of granodiorite to decrease from 360 MPa (52,500 psi) at 25˚ C to 30 MPa (4,350 psi) at 1,000˚ C. Similarly, porous and fractured rocks display a roughly fourfold reduction of strength when heated.…”
Section: The Spallation Processmentioning
confidence: 99%