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Creep Fracture in Rock in Uniaxial Compression
Three rock types, a granite, a sandstone and a marble, were tested in uniaxial compression to assess the time dependent properties of brittle rocks at stress levels exceeding half the uniaxial compressive strength. Specimens were tested in quasi-static tests and in creep and differential creep experiments at room temperature. The effect of (partial) pore water pressure was considered by comparing air-dried and water-saturated samples. Particular mathematical descriptions of time dependent deformations were derived from creep and differential creep tests. (Author)
Creep Fracture in Rock in Uniaxial Compression
Three rock types, a granite, a sandstone and a marble, were tested in uniaxial compression to assess the time dependent properties of brittle rocks at stress levels exceeding half the uniaxial compressive strength. Specimens were tested in quasi-static tests and in creep and differential creep experiments at room temperature. The effect of (partial) pore water pressure was considered by comparing air-dried and water-saturated samples. Particular mathematical descriptions of time dependent deformations were derived from creep and differential creep tests. (Author)
Creep Fracture in Rock in Uniaxial Compression
W. R. Wawersik (Autor:in) / W. S. Brown (Autor:in)
1971
93 pages
Report
Keine Angabe
Englisch
Experimental and Numerical Study of Water–Rock Coupling Creep under Uniaxial Compression
DOAJ | 2023
|British Library Conference Proceedings | 1997
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