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A platform for research: civil engineering, architecture and urbanism
Time dependent deformation of normally consolidated clays and peats
Simple model based on rate process theory is proposed for behavior of soil skeleton in one-dimensional compression, which is compatible with both L.Bjerrum, and N.D.Lea and C.O.Brawner treatments of secondary consolidation; model is integrated to give complete solution for continuous primary and secondary consolidation; predicted settlement-time and pore pressure-time behavior appeared to be in agreement with experiment. (25832)
Time dependent deformation of normally consolidated clays and peats
Simple model based on rate process theory is proposed for behavior of soil skeleton in one-dimensional compression, which is compatible with both L.Bjerrum, and N.D.Lea and C.O.Brawner treatments of secondary consolidation; model is integrated to give complete solution for continuous primary and secondary consolidation; predicted settlement-time and pore pressure-time behavior appeared to be in agreement with experiment. (25832)
Time dependent deformation of normally consolidated clays and peats
ASCE J Soil Mech Found Div
Barden, L. (author)
1969
31 pages
Article (Journal)
English
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