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DESIGN THICKNESS OF LOW-VOLUME ROADSGREENSTEIN J; LIVNEH M.1979; TRANSPORT. RES. REC.; USA; DA. 1979; NO 702; PP. 39-46; BIBL. 8 REF.Conference Paper

ETUDE DE LA RELATION ENTRE LE COEFFICIENT CBR ET LES LIMITES D'ATTERBERG D'UN SOUS-SOL DE ROUTE FORESTIEREKIRUCHI M.1979; J. JAP. FOREST. SOC.; JPN; DA. 1979; VOL. 61; NO 3; PP. 94-100; BIBL. 4 REF.Article

THE CRAFT OF HIGHWAY ENGINEERINGMILLARD R.1979; TRANSPORT. RES. REC.; USA; DA. 1979; NO 702; PP. 1-10Conference Paper

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FORCE PENETRATION CURVE CORRECTIONS IN THE CBR TEST = CORRECTIONS DE LA COURBE DE PENETRATION EN FORCE DANS L'ESSAI CBRMARSH AH.1983; HIGHWAY ENGINEER; ISSN 0306-6452; GBR; DA. 1983; VOL. 30; NO 2; PP. 2-7; BIBL. 5 REF.Article

SOME GEOTECHNICAL PROPERTIES OF A LIME-STABILIZED LATERITE CONTAINING A HIGH PROPORTION OF ALUMINIUM OXIDE = QUELQUES PROPRIETES GEOTECHNIQUES D'UNE LATERITE STABILISEE A LA CHAUX CONTENANT UNE GRANDE PROPORTION D'OXYDE D'ALUMINIUMAKOTO BKA; SINGH G.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 17; NO 3; PP. 185-199; BIBL. 22 REF.Article

Étude du phénomène d'écrasement des grains de schiste au compactage = Crushing phenomenon of the grains schist during compactionMELBOUCI, B.Revue française de géotechnique. 2006, Num 117, pp 29-37, issn 0181-0529, 9 p.Article

The compressibility of a crushed limestone backfill = Compressibilité d'un remblai de calcaire concasséBRADY, K. C; KIRK, G.Research report - Transport and Road Research Laboratory. 1990, Num 251, issn 0266-5247, 29 p.Serial Issue

LES TERRASSEMENTS. IBETOUX J.1979; REV. GEN. ROUTES AERODROMES; FRA; DA. 1979; VOL. 53; NO 552 SUPPL.; 20 P.Serial Issue

UTILISATION DE SABLE CALCAIRE CONCASSE ET TRAITE EN TECHNIQUE ROUTIERESTEYAERT W.1982; REV. GEN. ROUTES AERODR.; ISSN 0035-3191; FRA; DA. 1982; NO 583; PP. 65-73; 7 P.; ABS. ENG/GER/SPA; BIBL. 5 REF.Article

AMENAGEMENT DE L'AEROPORT DE BUJUMBURA AU BURUNDIBOUSQUET A.1981; REV. GEN. ROUTES AERODR.; ISSN 0035-3191; FRA; DA. 1981; VOL. 55; NO 575; PP. 62-71; 8 P.; ABS. ENG/GER/SPAArticle

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A MODIFIED CALIFORNIA BEARING RATIO TEST FOR GRANULAR MATERIALS = ESSAI CBR MODIFIE POUR DES MATERIAUX GRANULAIRESLIVNEH M; GREENSTEIN J.1978; GEOTECH. TEST. J.; USA; DA. 1978; VOL. 1; NO 3; PP. 141-147; BIBL. 7 REF.; 11 ILL.Article

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Evaluation of ATM service quality in future ATM tactical networksBAK, A; BEBEN, A; BURAKOWSKI, W et al.MILCOM 1999. Conference. 1999, pp 1031-1035, isbn 0-7803-5538-5, 2VolConference Paper

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Reinforcing sand with strips of reclaimed high-density polyethyleneBENSON, C. H; KHIRE, M. V.Journal of geotechnical engineering. 1994, Vol 120, Num 5, pp 838-855, issn 0733-9410Article

Evaluation of admixture stabilization for problem lateriteOSULA, D. O. A.Journal of transportation engineering. 1989, Vol 115, Num 6, pp 674-687, issn 0733-947XArticle

Briefing: Study of the relationship between stiffness parameters for base materialsROSYIDI, Sri A. P; ABBISS, Colin P; NAYAN, Khairul A. M et al.Proceedings of the Institution of Civil Engineers. Transport. 2012, Vol 165, Num 3, pp 159-165, issn 0965-092X, 7 p.Article

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