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פותח על ידי קלירמאש פתרונות בע"מ -
Soil compaction under quasi-static and impact stress loading
Year:
1987
Source of publication :
Soil and Tillage Research
Authors :
הדס, אביבה
;
.
Volume :
9
Co-Authors:
Hadas, A., Institute of Soils and Water, A.R.O., Bet Dagan, 50250, Israel
Facilitators :
From page:
181
To page:
186
(
Total pages:
6
)
Abstract:
Soil samples were compacted at different initial water contents under slow rate (compression) and fast rate (Proctor) stress loading methods. Energy inputs were computed and momentary stresses were calculated for the fast stress loading rates. Fast loading rates required greater energy expenditures to attain a bulk density as great as that attained by quasi-static loading (very slow loading rates). © 1987.
Note:
Related Files :
עוד תגיות
תוכן קשור
More details
DOI :
10.1016/0167-1987(87)90084-5
Article number:
Affiliations:
Database:
סקופוס
Publication Type:
מאמר
;
.
Language:
אנגלית
Editors' remarks:
ID:
26679
Last updated date:
02/03/2022 17:27
Creation date:
17/04/2018 00:24
Scientific Publication
Soil compaction under quasi-static and impact stress loading
9
Hadas, A., Institute of Soils and Water, A.R.O., Bet Dagan, 50250, Israel
Soil compaction under quasi-static and impact stress loading
Soil samples were compacted at different initial water contents under slow rate (compression) and fast rate (Proctor) stress loading methods. Energy inputs were computed and momentary stresses were calculated for the fast stress loading rates. Fast loading rates required greater energy expenditures to attain a bulk density as great as that attained by quasi-static loading (very slow loading rates). © 1987.
Scientific Publication
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