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Masonry arch bridges
Bridges of various types tested and deflection and spread measurements made; test vehicle designed to apply loads ranging from 20 tons by increments of 6 to 90 tons; from results it is inferred that masonry arches in sound condition behave elastically, that it is unnecessary, with normal filling to take into account composite action to explain their behavior. (see also - discussion p 762-74, 5 plates; Surveyor v 116 n 3396 May 25 1957 p 571-2)
Masonry arch bridges
Bridges of various types tested and deflection and spread measurements made; test vehicle designed to apply loads ranging from 20 tons by increments of 6 to 90 tons; from results it is inferred that masonry arches in sound condition behave elastically, that it is unnecessary, with normal filling to take into account composite action to explain their behavior. (see also - discussion p 762-74, 5 plates; Surveyor v 116 n 3396 May 25 1957 p 571-2)
Masonry arch bridges
Instn Civ Engrs -- Proc
Chettoe, C.S. (author) / Henderson, W. (author)
1957
40 pages
Article (Journal)
English
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