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Results of series of experiments carried out to study effect of pore-water pressure on ultimate strength of concrete subject to triaxial stresses; tests have demonstrated that saturated concrete behaves like material which does not possess property of internal friction, when tested triaxially under conditions of no change of water content.
Results of series of experiments carried out to study effect of pore-water pressure on ultimate strength of concrete subject to triaxial stresses; tests have demonstrated that saturated concrete behaves like material which does not possess property of internal friction, when tested triaxially under conditions of no change of water content.
Concrete under triaxial stress
Mag Concrete Research
Akroyd, T.N.W. (Autor:in)
1961
8 pages
Aufsatz (Zeitschrift)
Englisch
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