Consolidation of Sand-Clay Mixtures /

Consolidation of Sand-Clay Mixtures /

Consolidation properties of bentonite-sand mixtures, as reclamation materials, were investigated in the one-dimensional consolidation test. From the relationships between the void ratio of nonclay fraction and consolidation pressure was found the existence of a threshold void ratio at which the fric...

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Bibliographic Details
Main Authors: Fukue, M. (Author), Nakamura, T. (Author), Okusa, S. (Author)
Corporate Authors: Consolidation of Soils: Testing and Evaluation Ft. Lauderdale, Florida, ASTM International, American Society for Testing and Materials
Format: Conference Proceeding Book
Language:English
Published: West Conshohocken, Pa. : ASTM International, 1986
Subjects:
Bentonite
Classification
Clay-sand mixture
Compressibility
Consolidation
Electrolyte solution
Soil consolidation test > Congresses
Soil consolidation test
Description
Summary:Consolidation properties of bentonite-sand mixtures, as reclamation materials, were investigated in the one-dimensional consolidation test. From the relationships between the void ratio of nonclay fraction and consolidation pressure was found the existence of a threshold void ratio at which the frictional resistance becomes dominant during consolidation. The threshold value is slightly greater than the maximum void ratio of sand used for the mixtures
Physical Description:1 online resource (15 pages) : illustrations, figures, tables
Bibliography:Includes bibliographical references
Access:Restricted for use by site license.

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