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Laboratory consolidation of some normally consolidated soils
Theory of consolidation based on linear relationships between void ratio to natural scale and both effective stress and coefficient of permeability to logarithmic scale has been developed and solved for thin beds of clay; it has been shown how parameters defining theory may be obtained from standard laboratory tests; theory is in reasonable, although not complete, agreement with test results obtained using large load ratios on remolded soils and artificially deposited soils.
Laboratory consolidation of some normally consolidated soils
Theory of consolidation based on linear relationships between void ratio to natural scale and both effective stress and coefficient of permeability to logarithmic scale has been developed and solved for thin beds of clay; it has been shown how parameters defining theory may be obtained from standard laboratory tests; theory is in reasonable, although not complete, agreement with test results obtained using large load ratios on remolded soils and artificially deposited soils.
Laboratory consolidation of some normally consolidated soils
Can Geotechnical J
Raymond, G.P. (author)
1966
18 pages
Article (Journal)
English
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