Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Freezing shrinkage in compacted clays
Results of volume change measurements on laboratory-compacted samples of five Alberta clay soils which have been subjected to closed-system, unidirectional freezing; for Standard AASHO compaction effort, maximum shrinkage occurred at degrees of saturation between 60 and 70%; compacted degree of saturation required for 0% total volume change ranged from 86 to 90%; maximum freezing shrinkage increases with increase in plasticity of soil.
Freezing shrinkage in compacted clays
Results of volume change measurements on laboratory-compacted samples of five Alberta clay soils which have been subjected to closed-system, unidirectional freezing; for Standard AASHO compaction effort, maximum shrinkage occurred at degrees of saturation between 60 and 70%; compacted degree of saturation required for 0% total volume change ranged from 86 to 90%; maximum freezing shrinkage increases with increase in plasticity of soil.
Freezing shrinkage in compacted clays
Can Geotechnical J
Hamilton, A.B. (Autor:in)
1966
17 pages
Aufsatz (Zeitschrift)
Englisch
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