A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shrink and Swell of Excavated Earth Materials
This study is an attempt to determine from laboratory tests the shrink or swell characteristics of excavated pedological soils. Twenty-six benchmark soils of various particle size classes were selected for study. This report will be useful to design engineers when making estimates of soil shrinkage or verifying estimates derived from other information. Savings of up to $30,000 may be realized on a typical grade and drainage project, based on the information provided in this report.
Shrink and Swell of Excavated Earth Materials
This study is an attempt to determine from laboratory tests the shrink or swell characteristics of excavated pedological soils. Twenty-six benchmark soils of various particle size classes were selected for study. This report will be useful to design engineers when making estimates of soil shrinkage or verifying estimates derived from other information. Savings of up to $30,000 may be realized on a typical grade and drainage project, based on the information provided in this report.
Shrink and Swell of Excavated Earth Materials
C. J. Hayes (author)
1983
55 pages
Report
No indication
English
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