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“…This is con®rmed by observations made by Attewell & Farmer (1973) and by Ishizuka et al (1993) showing an increase in the number of cycles to reach failure with the excitation frequency, and thus an increase of the cyclic shear strength with strain rate. (b) In the overconsolidated range, fatigue induces a progressive lowering of the peak strength envelope.…”
Section: Peak Strength Envelopementioning
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“…This is con®rmed by observations made by Attewell & Farmer (1973) and by Ishizuka et al (1993) showing an increase in the number of cycles to reach failure with the excitation frequency, and thus an increase of the cyclic shear strength with strain rate. (b) In the overconsolidated range, fatigue induces a progressive lowering of the peak strength envelope.…”
Section: Peak Strength Envelopementioning
“…dam foundations and underground openings), which may lead to a non-conservative analysis and design of the relevant geologic structures. Okubo et al (1992), Ishizuka et al (1993), Ray et al (1999), Li and Xia (2000) and Kohmura and Inada (2006) conclude from their experimental results that rock uniaxial compressive strengths tend to increase with strain and loading rates, respectively. For brittle rocks the loading rate effects on the elastic modulus remain inconclusive (Blanton 1981;Chong et al 1987;Wang 2008;Okubo et al 2001Okubo et al , 2006.…”
Section: Introductionmentioning
“…Fig. 3 Load/displacement-controlled apparatus (from Ishizuka et al 1993) There are also true triaxial testing apparatuses to perform creep tests under true triaxial stress conditions (Serata et al 1968;Adachi et al 1969). The three principal stresses can be controlled independently in such triaxial testing apparatuses.…”
Section: Load/displacement-controlled Apparatusmentioning
“…In such circumstances, special care must be taken regarding the ratio of grain size to sample height, which should be less than 0.1. Ishizuka et al 1993) 6 Testing Procedures…”
Section: Preparation and Size Of Samplesmentioning
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