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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 Instn Civ Engrs -- Proc v 7 Aug 1957 p 723-62 (discussion) 762-74, 5 plates)
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 Instn Civ Engrs -- Proc v 7 Aug 1957 p 723-62 (discussion) 762-74, 5 plates)
Masonry arch bridges
Surveyor
Chettoe, C.S. (author) / Henderson, W. (author)
Surveyor ; 116
1957
2 pages
Article (Journal)
English
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