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Earth pressure experiments on culvert pipe
Results of cooperative research at University of North Carolina for determining behavior of 20 to 30 inch elastic pipe culverts of steel, cast iron, concrete, etc., under loads produced by sand and clay fills; effect of time and weather on pressure; results of tests with 4-ton roller; attempt to correlate field data and laboratory methods; application of results to design of rigid pipe; mathematical discussion of vertical pressures, stresses and deflections, by W. Cain. International bibliography, 27 items.
Earth pressure experiments on culvert pipe
Results of cooperative research at University of North Carolina for determining behavior of 20 to 30 inch elastic pipe culverts of steel, cast iron, concrete, etc., under loads produced by sand and clay fills; effect of time and weather on pressure; results of tests with 4-ton roller; attempt to correlate field data and laboratory methods; application of results to design of rigid pipe; mathematical discussion of vertical pressures, stresses and deflections, by W. Cain. International bibliography, 27 items.
Earth pressure experiments on culvert pipe
Pub. Roads
Braune, G.M. (Autor:in) / Cain, W. (Autor:in) / Janda, H.F. (Autor:in)
Public Roads ; 10
1929
24 pages
14 Figs.
Aufsatz (Zeitschrift)
Englisch
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