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160219s1986 pau|||||o|||||||||||eng|| |
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|a 10.1520/STP34638S
|2 doi
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|a (IN-ChSCO)ASTMSTP34638S
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|a ASTM
|c SCOPE
|b eng
|e rda
|d PAU
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|a eng
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|a Consolidation of Soils: Testing and Evaluation
|d (1985 :
|c Ft. Lauderdale, Florida)
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|a Consolidation of Sand-Clay Mixtures /
|c M. Fukue, S. Okusa, T. Nakamura
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|a West Conshohocken, Pa. :
|b ASTM International,
|c 1986
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|a 1 online resource (15 pages) :
|b illustrations, figures, tables
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|a text
|2 rdacontent
|b txt
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|a computer
|2 rdamedia
|b c
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|a online resource
|2 rdacarrier
|b cr
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|a text file
|b PDF
|2 rda
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|a Includes bibliographical references
|b 17
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|a Restricted for use by site license.
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|a 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
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|a ASTM International
|3 PDF
|c Purchase price
|h USD25
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|a Description based on publisher's website, viewed February 19, 2016
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|a Bentonite
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|a Classification
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|a Clay-sand mixture
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|a Compressibility
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|a Consolidation
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|a Electrolyte solution
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|a Soil consolidation test
|v Congresses
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|a Soil consolidation test
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|a Consolidation
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|a Bentonite
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2 |
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|a Classification
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2 |
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|a Clay-sand mixture
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2 |
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|a Compressibility
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2 |
4 |
|a Electrolyte solution
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1 |
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|a Fukue, M.,
|e author
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|a Nakamura, T.,
|e author
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|a Okusa, S.,
|e author
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|a ASTM International
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710 |
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|a American Society for Testing and Materials
|t Selected Technical Papers.
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|a American Society for Testing and Materials
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|a ASTM digital library
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|i 0c7a753e-a0b8-4a9d-8ba8-ec079c36f319
|l 9978999389103681
|s US-PU
|m consolidation_of_sand_clay_mixtures________________________________________1986_______astmia________________________________________consolidation_of_soi_______________e
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