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Some factors affecting stability of bituminous-aggregate base courses
Investigation of shearing resistance in unconfined compression; only one type of bituminous material and one aggregate were employed; bituminous material was soft asphaltic cement conforming to Indiana State Highway specification for OH-2; aggregate was Mitchell limestone, hard, angular aggregate.
Some factors affecting stability of bituminous-aggregate base courses
Investigation of shearing resistance in unconfined compression; only one type of bituminous material and one aggregate were employed; bituminous material was soft asphaltic cement conforming to Indiana State Highway specification for OH-2; aggregate was Mitchell limestone, hard, angular aggregate.
Some factors affecting stability of bituminous-aggregate base courses
Purdue Univ -- Eng Bul -- Extension Series
Layman, A.H. (author)
1943
6 pages
Article (Journal)
English
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