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EVALUATING PENETRATION RESISTANCE AND WHEEL SINKAGE RESPONSE TO SOIL WATER SUCTION CHANGES IN A DRAINING CLAY SOIL.
Year:
1974
Source of publication :
Soil Sci Soc Am Proc
Authors :
Steinhardt, Reuven
;
.
Volume :
38
Co-Authors:
Steinhardt, Reuven
Facilitators :
From page:
518
To page:
522
(
Total pages:
5
)
Abstract:
To facilitate the development of subsurface drainage design criteria for the reduction of soil compaction, the relation between the bearing capacity of nearly saturated soil and its water suction is analyzed for a cone penetrating into the soil and for a sinking tractor wheel. Approximate equations are developed, from basic soil mechanics theory, for certain soils under a limited range of suction and loading conditions.
Note:
Related Files :
Clay
drainage
PENETRATION RESISTANCE
Soil mechanics
Soils
WHEEL SINKAGE RESPONSE
Show More
Related Content
More details
DOI :
Article number:
0
Affiliations:
Database:
Scopus
Publication Type:
Language:
English
Editors' remarks:
ID:
28566
Last updated date:
02/03/2022 17:27
Creation date:
17/04/2018 00:40
Scientific Publication
EVALUATING PENETRATION RESISTANCE AND WHEEL SINKAGE RESPONSE TO SOIL WATER SUCTION CHANGES IN A DRAINING CLAY SOIL.
38
Steinhardt, Reuven
EVALUATING PENETRATION RESISTANCE AND WHEEL SINKAGE RESPONSE TO SOIL WATER SUCTION CHANGES IN A DRAINING CLAY SOIL.
To facilitate the development of subsurface drainage design criteria for the reduction of soil compaction, the relation between the bearing capacity of nearly saturated soil and its water suction is analyzed for a cone penetrating into the soil and for a sinking tractor wheel. Approximate equations are developed, from basic soil mechanics theory, for certain soils under a limited range of suction and loading conditions.
Scientific Publication
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