BODENUNTERSUCHUNG IM GLEISBEREICH: EIN NEUES, AUTOMATISIERTES VERFAHREN = ANALYSES DU SOL DANS LA ZONE DES VOIES, UNE NOUVELLE METHODE AUTOMATISEEFLOSS R; FENDRICH L.1982; EISENBAHNINGENIEUR; ISSN 0013-2810; DEU; DA. 1982; NO 5; PP. 214-220; 6 P.; ABS. ENG/FREArticle

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

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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

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

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ANALYSIS OF PAVEMENTS DESIGNED BY CBR EQUATION.CHOU YT.1978; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; USA; DA. 1978; VOL. 104; NO 4; PP. 457-474; BIBL. 9 REF.Article

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

Effects of Reclaimed Asphalt Pavement on Mechanical Properties of Base MaterialsSPENCER GUTHRIE, W; COOLEY, Dane; EGGETT, Dennis L et al.Transportation research record. 2007, Num 2005, pp 44-52, issn 0361-1981, 9 p.Article

On Forecasting the Resilient Modulus from the CBR Value of Granular BasesERLINGSSON, Sigurdur.Road materials and pavement design. 2007, Vol 8, Num 4, pp 783-797, issn 1468-0629, 15 p.Conference Paper

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

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Strength and behavior of materials for low-volume roads as affected by moisture and densityPAIGE-GREEN, P.Transportation research record. 2003, Num 1819, pp 104-109, issn 0361-1981, 6 p., 2Conference Paper

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