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The paper presents results of investigation on stabilization of the ash–slag mixture from the landfill of “Kraków” CHP Plant using: cement, lime, Terramix F22.5 and Solitex. The research included determining basic geotechnical characteristics as well as the compressive strength without and with addition of 3, 6 and 8% of a binder after 7 and 28 days of curing samples and after 28-day cycles of freezing and thawing. The results of the conducted tests and analyses were referenced to the relevant standards and the usability of the stabilized ash–slag mixture for road engineering purposes was assessed.

Stabilizacja mieszanin popiołowo-żużlowych spoiwami hydraulicznymi do celów budownictwa drogowego