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Constructing stable roadbed in B.C. With inferior subgrade material
Manner in which consolidation was achieved in silty soils of Okanagan Highway in British Columbia; section of highway was designed for 45 mph; fills compacted by sheepsfoot roller; moisture content maintained at 18%; field tests of compacting compared with laboratory tests.
Constructing stable roadbed in B.C. With inferior subgrade material
Manner in which consolidation was achieved in silty soils of Okanagan Highway in British Columbia; section of highway was designed for 45 mph; fills compacted by sheepsfoot roller; moisture content maintained at 18%; field tests of compacting compared with laboratory tests.
Constructing stable roadbed in B.C. With inferior subgrade material
Roads Eng Construction
Jacobs, G.F. (author)
1954
Article (Journal)
English
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