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Flexible pavement reaction under field load bearing tests
New approach to problem which, it is believed, will correct existing faults to considerable extent in field load bearing tests and will make possible truer evaluation of actual load carrying capacity of given design, and relative load carrying capacity of different designs; key to this situation would seem to lie in recognition and isolation of factor which may be termed initial settlement under concentrated loading. (see also Eng and Contract Rec v 56 n 28 July 14 1943 p 16-8, 22-3)
Flexible pavement reaction under field load bearing tests
New approach to problem which, it is believed, will correct existing faults to considerable extent in field load bearing tests and will make possible truer evaluation of actual load carrying capacity of given design, and relative load carrying capacity of different designs; key to this situation would seem to lie in recognition and isolation of factor which may be termed initial settlement under concentrated loading. (see also Eng and Contract Rec v 56 n 28 July 14 1943 p 16-8, 22-3)
Flexible pavement reaction under field load bearing tests
Asphalt Inst -- Research Series
Hubbard, P. (author)
1943
11 pages
Article (Journal)
English
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