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- W1520831746 abstract "THIS PAPER DEALS WITH EQUIPMENT DEVELOPMENT, PROCEDURAL DETAILS, AND PILOT TESTS OF LARGER SPECIMENS OF INTERMEDIATE-QUALITY ROCK, AND ROCK CONTAINING JOINT SYSTEMS AND WEAKNESS PLANES. THE EFFECT OF PORE-PRESSURE BUILDUP DURING LOADING AND ITS GRAPHICAL REPRESENTATION, THAT IS, THE VECTOR CURVE AS EMPLOYED IN SOIL MECHANICS, IS CONSIDERED. WORK TO DATA INDICATES THAT IN AN UNDRAINED TRIAXIAL TEST THE PORE PRESSURE RISES TO PEAK VALUE AT YIELDING OF THE SPECIMEN AND THEN FALLS OFF TO SOME LOWER VALUE AT FAILURE. PEAK VALUES AND FINAL VALUES VARY WIDELY FOR DIFFERENT ROCK TYPES. THE VECTOR CURVE DEPICTS QUITE CLEARLY THE RESULTS OF THE UNDRAINED TRIAXIAL TEST. /AUTHOR/" @default.
- W1520831746 created "2016-06-24" @default.
- W1520831746 creator A5091853130 @default.
- W1520831746 date "2009-09-15" @default.
- W1520831746 modified "2023-09-23" @default.
- W1520831746 title "Equipment for Measuring Pore Pressure in Rock Specimens Under Triaxial Load" @default.
- W1520831746 doi "https://doi.org/10.1520/stp45133s" @default.
- W1520831746 hasPublicationYear "2009" @default.
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