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Dependence of tensile strength of soil aggregates on soil constituents, density and load history
Year:
1988
Source of publication :
Journal of Soil Science
Authors :
Hadas, Aviva
;
.
Lennard, G.
;
.
Volume :
39
Co-Authors:
HADAS, A., Department of Soil Physics, Institute of Soils and Water, Agricultural Research Organization, The Volcani Center, Bet Dagan, 50-250, Israel
LENNARD, G., Department of Soil Physics, Institute of Soils and Water, Agricultural Research Organization, The Volcani Center, Bet Dagan, 50-250, Israel
Facilitators :
From page:
577
To page:
586
(
Total pages:
10
)
Abstract:
The compressive‐tensile stress ratio at failure under unidirectional loading of air‐dry samples of 10 soils was compared with their clay and CaCO3 contents, and their surface areas. Deviations from the commonly assumed Griffith theory were found for two soils. No special relationships were found between soil constituents and associated compressive tensile stress ratio, even though this ratio tends to decrease slightly with increasing clay percentage. Copyright © 1988, Wiley Blackwell. All rights reserved
Note:
Related Files :
compressive- tensile stress ratio at failure
density
Griffith theory
load history
soil aggregate
tensile strength
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More details
DOI :
10.1111/j.1365-2389.1988.tb01241.x
Article number:
Affiliations:
Database:
Scopus
Publication Type:
article
;
.
Language:
English
Editors' remarks:
ID:
31980
Last updated date:
02/03/2022 17:27
Creation date:
17/04/2018 01:06
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Scientific Publication
Dependence of tensile strength of soil aggregates on soil constituents, density and load history
39
HADAS, A., Department of Soil Physics, Institute of Soils and Water, Agricultural Research Organization, The Volcani Center, Bet Dagan, 50-250, Israel
LENNARD, G., Department of Soil Physics, Institute of Soils and Water, Agricultural Research Organization, The Volcani Center, Bet Dagan, 50-250, Israel
Dependence of tensile strength of soil aggregates on soil constituents, density and load history
The compressive‐tensile stress ratio at failure under unidirectional loading of air‐dry samples of 10 soils was compared with their clay and CaCO3 contents, and their surface areas. Deviations from the commonly assumed Griffith theory were found for two soils. No special relationships were found between soil constituents and associated compressive tensile stress ratio, even though this ratio tends to decrease slightly with increasing clay percentage. Copyright © 1988, Wiley Blackwell. All rights reserved
Scientific Publication
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