A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Undisturbed clay samples and undisturbed clays
Discussion of assumptions concerning properties of clay which cannot be determined by laboratory tests; writer's conception regarding physical causes of difference between perfectly undisturbed clays and of so-called undisturbed samples; virgin and sedimentation compression curves; solid and lubricated states of clays; consolidation due to increasing load on normally consolidated, sedimentary clay; settlement under small loads.
Undisturbed clay samples and undisturbed clays
Discussion of assumptions concerning properties of clay which cannot be determined by laboratory tests; writer's conception regarding physical causes of difference between perfectly undisturbed clays and of so-called undisturbed samples; virgin and sedimentation compression curves; solid and lubricated states of clays; consolidation due to increasing load on normally consolidated, sedimentary clay; settlement under small loads.
Undisturbed clay samples and undisturbed clays
Boston Soc Civ Engrs -- J
Terzaghi, K. (author)
1941
21 pages
Bibliography
Article (Journal)
English
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