A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Consolidation and geochemistry of some clays
Two-parameter power law has been used to describe viscous resistance to compression occurring during soil consolidation; this paper attempts to appraise two empirical constants appearing in power law; specifically, attempt is made to relate these constants to mineralogical, chemical, and physical properties of select set of remolded clays; expressions for these constants are presented which are analogous to Skempton relationship for compression index of normally consolidated clay.
Consolidation and geochemistry of some clays
Two-parameter power law has been used to describe viscous resistance to compression occurring during soil consolidation; this paper attempts to appraise two empirical constants appearing in power law; specifically, attempt is made to relate these constants to mineralogical, chemical, and physical properties of select set of remolded clays; expressions for these constants are presented which are analogous to Skempton relationship for compression index of normally consolidated clay.
Consolidation and geochemistry of some clays
ASCE -- Proc (J Soil Mechanics Foundations Div)
Nielsen, J.P. (author)
1967
11 pages
Article (Journal)
English
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