Sous-produits industriels comme granulats routiers |
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Authors: | L Gaspar K Hegyi |
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Affiliation: | 1. Institut Scientifique des Transports, KTI, Temesvar 11-15, 1116, Budapest, Hongrie 2. Chef du Département de la Circulation Routière du Ministère des Transports, Budapest, Hongrie
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Abstract: | Relation between the characteristics of the aggregates and the properties of some materials—Experimental research works (laboratory or site). Industrial by-products used are as follows: - as an aggregate: ? stone and gravel pit refuse ? crushed blast furnace slag ? incenerator waste slag - as a binder: ? hydraulic and non-hydraulic fly ash ? granulated blast furnace slag ? hydrated and carbide lime refuse. Pavement layers applied are as follows: - unbound base courses: mechanical stabilisation using stone pit refuse, crushed blast furnace slag, waste incinerator slag - with hydraulic binder: (cement, fly-ash, granulated slag): ? lean concrete with crushed blast furnace slag and stone pit refuse ? hydraulically bound crushed blast furnace slag, waste incinerator slag, and sand obtained as refuse at sieving - with hydrocarbon binder: ? bituminous stone pit refuse, bituminous crushed blast furnace slag, and bituminous mixture of gravel and sand and waste incinerator slag ? rolled asphalt with crushed blast furnace slag. |
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