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- W565546399 abstract "This paper makes the following observations: When an asphalt pavement is cool, or when loads are applied rapidly, the cementing action of the asphalt cement provides more than enough strength to resist the shearing stresses induced in the pavement by tires. When the pavement is warm, or when the loads are applied slowly, and the voids are not filled, asphalt pavements will develop sufficient strength by internal friction from the load applied by the tires to resist the shearing stresses induced by tires. When the pavement is warm, or the load is applied slowly, and the voids are filled, asphalt pavements cannot develop strength by internal friction and the cementing action of the asphalt cement under these conditions of temperature, or rate of loading, will not provide sufficient strength to resist the shearing stresses induced by tires. Strength tests are not needed because asphalt pavements have, or will develop, sufficient strength to resist the shearing stresses induced by tires as long as the voids are not filled. Improvement is needed in laboratory compaction procedures and in the procedures for selecting optimum asphalt content. The Corps of Engineers alternate procedures which use the gyratory compactor to compact specimens and two criteria that are independent of voids to select optimum asphalt content are considered an improvement over Marshall procedures which use voids in the selection of optimum asphalt content." @default.
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- W565546399 date "1985-01-01" @default.
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- W565546399 title "THE STRENGTH OF ASPHALT PAVEMENTS (WITH DISCUSSION)" @default.
- W565546399 hasPublicationYear "1985" @default.
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