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- W657745249 abstract "Test sections consisting of sandy gravel stabilized with ground granulated blast furnace slag and with fly-ash-lime were constructed in 1980, in the northern part of Sweden. The composition of the binder and the grading of the aggregate varied. Lime-activated slag stabilized material bound rather fast, non-activated slag bound slower. Cores tested for compressive strength and then stored in the laboratory were found to have a rehealing ability. Fly-ash-lime stabilized materials bind very slowly. The final strength values of cores stored in the laboratory were not obtained after a year's storing. A certain amount of slight damage occurred during the thawing period in the spring in unbound material to which calcium chloride had not been added. There are no reflective tracks in test sections with fly-ash-lime stabilizations. Comparative laboratory tests with a well graded completely crushed aggregate and with the same fly-ash-lime binder show that better results can be obtained than with sandy gravel from Hissjoe in northern Sweden. (Author/TRRL)" @default.
- W657745249 created "2016-06-24" @default.
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- W657745249 date "1982-01-01" @default.
- W657745249 modified "2023-09-27" @default.
- W657745249 title "TEST ROAD HISSJOE 1980. TESTS ON BASES STABILIZED WITH GROUND GRANULATED BLAST FURNACE SLAG. CONSTRUCTION REPORT AND RESULTS FROM THE FOLLOW-UP INVESTIGATIONS OF THE FIRST YEAR" @default.
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