Research Article
Mar 1974
Field Consolidation of High Ash Papermill Sludge
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 3
Abstract
Settlement and pore pressure measurements on a carefully constructed high ash papermill sludge landfill are presented. The landfill consisted of two sludge layers, each initially 10 ft thick, with sand drainage blankets at the top, between the layers, and at the bottom. An earth dike provided lateral confinement of the soft sludge and 3 ft earth surcharge was placed on the upper sand blanket. A detailed description of the field behavior is given along with analyses based on laboratory results and soil mechanics theory. The ultimate settlement, time rate of settlement, and pore pressure dissipation are analyzed for each layer. Two consolidation theories which include secondary compression in their mathematical formulation are included in the analyses, along with Terzaghi's theory. Pore pressure generated during construction and those existing at the completion of primary compression (residual) are analyzed.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 3 • March 1974
Pages: 309 - 327
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Mar 1974
Published online: Feb 10, 2021
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Authors
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Robert P. Vallee, AM.ASCE
Soils Engr., James P. Collins and Assocs., Cambridge, Mass
Orlando B. Andersland, M.ASCE
Prof. of Civ. Engrg., Michigan State Univ., East Lansing, Mich
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.