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- W649589048 abstract "In the years 1974-1977 cement stabilization was carried out on some forty Swedish gravel roads. The methods used were (1) laying of cement stabilized material, mixed in a plant and (2) milling the cement into the surface layer, the latter being the most used method. The two methods are compared in this report which is based on a questionnaire sent to the regional road administrations. They also performed the necessary tests. After 1-4 years, 30% of the gravel roads stabilized according to method (2) showed bearing capacity damage, especially in the north of Sweden. The cause of the damage may be a not sufficiently dimensioned road-base on a frost susceptible subgrade. Initially, heavy vehicles may cause damage as they are allowed to drive on the newly stabilized roadbase. Cracking due to temperature, frost heaving, erosion and settlement did occur in a few cases. On the gravel roads where method (1) was used, the bearing capacity increased considerably after the cement stabilization. (TRRL)" @default.
- W649589048 created "2016-06-24" @default.
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- W649589048 date "1981-01-01" @default.
- W649589048 modified "2023-09-28" @default.
- W649589048 title "CEMENT STABILIZATION OF GRAVEL ROADS BY MIXED-IN-PLACE TECHNIQUE OR BY LAYING OF PLANT MIX. EVALUATION OF PERFORMANCE, TECHNIQUE AND STRENGTHENING EFFECT OF CEMENT STABILIZATION CARRIED OUT BY THE NATIONAL ROAD ADMINISTRATION IN 1974-1977" @default.
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