EXPERIMENTAL CONSTRUCTION SITE FOR STUDYING THE STABILISATION OF CRUSHED GRAVEL WITH FLY-ASH AND LIME
CHANTIER EXPERIMENTAL DE TRAITEMENT AUX CENDRES VOLANTES ET A LA CHAUX DES GRAVES CONCASSEES.
THIS ARTICLE DESCRIBES THE CONSTRUCTION OF EXPERIMENTAL SECTIONS IN WHICH CRUSHED GRAVEL STABILISED WITH FLY-ASH AND LIME WAS USED FOR THE ROAD BASE. THE EXPERIMENTS WERE CARRIED OUT IN THE STRASBOURG REGION. TWO FORMULAE WERE TRIED FOR THE PROPORTIONING OF FLY-ASH (8 AND 13%) WITH 0/16 GRAVEL OBTAINED FROM THE CRUSHING OF ALLUVIAL MATERIALS FROM THE RHINE. DETAILS ARE GIVEN OF THE VARIOUS STAGES OF MANUFACTURE AND LAYING, AND RESULTS OF OBSERVATIONS ARE PRESENTED. ATTENTION IS DRAWN TO SOME OF THE ADVANTAGES AND DISADVANTAGES OF THE TECHNIQUE, IN PARTICULAR SENSITIVITY OF THE MATERIALS TO WATER. IT IS CONCLUDED THAT THE TECHNIQUE IS OF INTEREST AS IT ENABLES LOCAL LOW-COST INDUSTRIAL BY-PRODUCTS TO BE USED. /TRRL/
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Corporate Authors:
Laboratoire Central des Ponts et Chausees (LCPC)
Boulevard Lefebvre 58
Paris Cedex 15, France F-75732 -
Authors:
- Allouche, C
- Publication Date: 1972-7-8
Language
- French
Media Info
- Features: Figures; Photos; References;
- Pagination: p. 137-41
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Serial:
- Bulletin de Liaison des Lab des Ponts et Chaussees
- Publisher: Laboratoire Central des Ponts et Chausees (LCPC)
Subject/Index Terms
- TRT Terms: Calcium oxide; Fly ash; Gravel; Industrial wastes; Pavement base course; Pavement layers; Recycling
- Uncontrolled Terms: Crushed gravel
- ITRD Terms: 3686: Compaction; 5700: Core (boring); 5176: Crushing; 5586: Deflection; 6187: Deflectograph; 3674: Equipment; 2778: Experimental road; 4580: Fly ash; 4575: Gravel; 3623: Laying; 4574: Lime; 6136: Measurement; 4714: Mix design; 3648: Mixing plant; 5920: Moisture content; 6200: Particle size distribution; 2955: Pavement; 5921: Permeability; 2961: Roadbase; 4561: Slag; 3689: Soil stabilization; 5408: Speed; 6255: Test; 5558: Vibration; 6767: Wave
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00081692
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: ITRD, TRIS
- Created Date: Feb 27 1975 12:00AM