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Digital computer solution for pavement deflections
Method is presented for calculating deflections of pavement slab of arbitrary size and shape, resting on elastic foundation, and sustaining vertical loads; example given in which concentrated load is applied to center of long side of 6×10 ft rectangular concrete slab; method provides convenient means for comparing theoretical behavior of pavement slabs varying in dimension or load placement, or having supporting foundations varying in elastic properties; it also furnishes comparison with laboratory and field test data.
Digital computer solution for pavement deflections
Method is presented for calculating deflections of pavement slab of arbitrary size and shape, resting on elastic foundation, and sustaining vertical loads; example given in which concentrated load is applied to center of long side of 6×10 ft rectangular concrete slab; method provides convenient means for comparing theoretical behavior of pavement slabs varying in dimension or load placement, or having supporting foundations varying in elastic properties; it also furnishes comparison with laboratory and field test data.
Digital computer solution for pavement deflections
Portland Cement Assn -- Research Development Laboratories -- J
Janes, R.L. (author)
1962
7 pages
Article (Journal)
English
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