Research Article
May 1973
Consolidation of High Ash Papermill Sludges
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 5
Abstract
Experimental laboratory results for one-dimensional compression behavior of dewatered pulp and papermill sludges are presented. Data were obtained with a fixed-ring oedometer and a pressurized consolidation cell on a secondary fiber mill sludge in the natural state, at different organic contents, and with lime or flyash admixtures. Conclusions include: compression index remained constant for load increment ratios of 1.0 to 0.25, showed a linear decrease with increase in initial solids content by weight, and had a linear relationship with organic content for comparisons at the same solids content by volume; for small load increments measured pore pressures dissipated more rapidly than predicted by theory; the rate of secondary compression per unit pressure increased with decrease in load increment ratio; lime or flyash admixtures increased the coefficient of consolidation; temperature increase reduced the equilibrium void ratio, altered the coefficient of consolidation, and increased secondary compression rates.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 5 • May 1973
Pages: 365 - 374
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: May 1973
Published online: Feb 12, 2021
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Authors
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Orlando B. Andersland, M.ASCE
Prof. of Civ. Engrg., Michigan State Univ., East Lansing, Mich.
P. John Mathew
Tech. Asst., P.W.D. Chf. Engrs. Office, Trivandrum, Kerala, India
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