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pro vyhledávání: '"Robert J. Shubeck"'
Autor:
Kenneth L. Lee, Robert J. Shubeck
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 97:219-234
COMPARATIVE TRIAXIAL AND PLANE STRAIN TESTS WERE PERFORMED ON SAMPLES OF COMPACTED KAOLINITE AND A COMPACTED SILTY CLAY AT CONFINING PRESSURES UP TO 1,500 PSI. THE STRESS-STRAIN CURVES INDICATED THAT THE PLANE STRAIN SAMPLES WERE GENERALLY MORE BRITT