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Stress conditions for failure of saturated concrete and rock
Types and causes of failure under unidimensional compression; effect of confining pressure on strength of specimens with empty voids; effect of pore water pressure on strength; width of voids in crystalline rocks.
Stress conditions for failure of saturated concrete and rock
Types and causes of failure under unidimensional compression; effect of confining pressure on strength of specimens with empty voids; effect of pore water pressure on strength; width of voids in crystalline rocks.
Stress conditions for failure of saturated concrete and rock
Am Soc Testing Matls -- Preprint
Terzaghi, K. (author)
American Society for Testing Materials -- Meeting ; 1945
1945
16 pages
Bibliography
Conference paper
English
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