Effect of the triaxial stress system on the failure of dolomite and limestone
- 1 February 1971
- journal article
- Published by Elsevier in Tectonophysics
- Vol. 11 (2) , 111-127
- https://doi.org/10.1016/0040-1951(71)90059-x
Abstract
No abstract availableThis publication has 10 references indexed in Scilit:
- Effect of Combined Stress Systems on Rock FailureJournal of the Society of Materials Science, Japan, 1968
- Effect of the intermediate principal stress on rock failureJournal of Geophysical Research, 1967
- Effects of the intermediate principal stress on the failure of limestone, dolomite, and glass at different temperatures and strain ratesJournal of Geophysical Research, 1967
- Rock failure under the confined Brazilian testJournal of Geophysical Research, 1966
- The Effect of Triaxial Stress Systems on the Strength of Rocks at Atmospheric TemperaturesGeophysical Journal International, 1965
- Chapter 4: Deformation of Rocks at 500° to 800° C.Published by Geological Society of America ,1960
- Chapter 9: Torsion of Yule Marble Under Confining PressurePublished by Geological Society of America ,1960
- Chapter 7: Transition from Brittle Fracture to Ductile Flow in Solenhofen Limestone as a Function of Temperature, Confining Pressure, and Interstitial Fluid PressurePublished by Geological Society of America ,1960
- Failure of Plain Concrete under Combined StressesTransactions of the American Society of Civil Engineers, 1957
- EXPERIMENTAL STUDY OF THE STRENGTH OF ROCKSGSA Bulletin, 1955