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- W592474833 abstract "In this report strengthening of gravel roads with cement stabilization is studied. The cement was mixed into the surface and a bituminous wearing course was laid. On an additional experimental stretch of road the cement was substituted by ground slag (merolit). When the road was opened to traffic a reduction of the bearing capacity was observed. After a couple of years, measurements showed that the bearing capacity had decresed to approximately the same level as the gravel road had prior to the cement stabilization. Cracking and frost heaving, causing surface roughness and water infiltration, were observed and the serviceability index decreased rapidly. This is probably due to the weakness and frost susceptibility of the subgrade and the heavy traffic load. The stretch of road where ground slag was used also showed unacceptable measurement results regarding bearing capacity, serviceability and rutting. Cracking occurred frequently owing to the heavy traffic load. In order to prevent such damage, it is recommended that layers of sand and gravel have to be added to the top of the gravel road before the mix-in-place stabilization is carried through so as to increase the total thickness of the pavement. (Author/TRRL)" @default.
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- W592474833 date "1981-01-01" @default.
- W592474833 modified "2023-09-23" @default.
- W592474833 title "TESTS WITH CEMENT AND SLAG STABILIZATION AT OERNSKOELDSVIK, 1975. FINAL REPORT" @default.
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