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Theory of consolidation for soils exhibiting secondary compression
General expression for excess pore water pressure and settlement for any type of monotonic time-dependent loading have been obtained and these are specialized to case of step loading; factors considered are permeability, viscosity, and primary and secondary compressibility of soil structure; results of laboratory tests on London clay, Grangemouth Clay, and sodium bentonite are presented.
Theory of consolidation for soils exhibiting secondary compression
General expression for excess pore water pressure and settlement for any type of monotonic time-dependent loading have been obtained and these are specialized to case of step loading; factors considered are permeability, viscosity, and primary and secondary compressibility of soil structure; results of laboratory tests on London clay, Grangemouth Clay, and sodium bentonite are presented.
Theory of consolidation for soils exhibiting secondary compression
Acta Polytechnica Scandinavica (Civ Eng Bldg Construction Ser 10)
Gibson, R.E. (author) / Lo, K.Y. (author)
1961
16 pages
Article (Journal)
English
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