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- W90411230 abstract "Eight unstabliized aggregate bases were investigated: three recycled concrete materials, an open-graded crushed dolomite drainage material, large top-size crushed dolomite, dense-graded crushed dolomite, sand and crushed gravel blend, and a dense-graded crushed granite. Tests performed included repeated load triaxial tests to evaluate resilient modulus and rutting potential, Los Angeles degradation tests, CBR tests, Hveem stabilometer tests, and gradation tests to define aggregate breakdown due to compaction and repeated loading. The essentially 3/4-in. top-size open-graded drainage material, which had about 0.9% fines, exhibited the best performance and was not sensitive to moisture effects. The large 1.5-in. maximum size crushed dolomite also exhibited outstanding performance and was only slightly sensitive to moisture. When minus 3/8-in.-size crushed dolomite was added to one recycled concrete, better resilient modulus properties were observed than for the sand and crushed gravel blend; the other recycled concrete material exhibited slightly lower resilient moduli. All of the recycled concrete materials performed better than the sand and crushed gravel blend with respect to rutting potential. The recycled concrete materials, however, exhibited the most degradation with maximum observed levels of degradation being modest. Recycled concrete has been found by others to become significantly stiffer in the field with time, probably because of degradation effects or recementing." @default.
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- W90411230 date "1992-01-01" @default.
- W90411230 modified "2023-09-27" @default.
- W90411230 title "EVALUATION OF RECYCLED CONCRETE, OPEN-GRADED AGGREGATE, AND LARGE TOP-SIZE AGGREGATE BASES" @default.
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