A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
1961
8 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Experimental Study of Plain Concrete under Triaxial Stress
| Online Contents | 1996
Experimental Study of Plain Concrete under Triaxial Stress
| British Library Online Contents | 1996
Concrete Strength under Triaxial Stress-A Neural Network Approach
| British Library Conference Proceedings | 1999
Mechanical Properties of Roller Compacted Concrete under Triaxial Stress State
| British Library Conference Proceedings | 2013
Stress-Strain Relations of High-Strength Concrete under Triaxial Compression
| Online Contents | 2007