In the previous report, the authors discussed theoretically the relationships between the stress rate and the inelastic volumetric strain rate, and also the strength of rocks.Now we tried to improve the uniaxial compression testing arrangement, and then attempted to verify experimentally the equations in the previous report and to evaluate the several parameters.
Granodiorite was selected for this study because it is very compact and consists of alkali-silicate minerals.The specimen's configuration was circ lar cylinder whose length/diameter ratio was about 2.6 according to the suggestion by Mogi. The platens used were ghtly larger than the specimen in diameter to reduce the clamping effect.After the loading conditions were checked numericali, and experimentally, specimens were subjected to the uniaxial compression at constant deformation rates at which the strength measurements are usually performed.
The results obtained are as follows:
(1) The clamping effect near the ends of the specimen is reduced and the uniform stress field extends remarkably under the loading -condition used in this study.
(2) The inelastic volumetric strain rate, dε
vi/dt, is expressed as a function of stress, σ, and stress rate, σ, namely Vε
vi/Vt=A
4σ
2m-3 (l-m/l-1)·l-m/σl-1
An exception, however, exists in the region above 80-85% of the fracture strength, where the inelastic volumetric strain rate accelerates.
(3) The strength, DMax, is related to the stress rate by logσ
max=1/b+1 logσ+A
5 where A4 and A are constants.
(4) The indirect measurement developed in the previous report suggests that the parameters
b and m are 32±2 and 2.57±0.06, respectively.
抄録全体を表示