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Results 1 to 25 of 198

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An alternative approach to soaked CBR = Approche alternative à l'essai CBR saturéFEKPE, E. S. K.Highways and transportation. 1989, Vol 36, Num 10, pp 23-24, issn 0265-6868, 2 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

GRENZEN DER ERMITTLUNG VON BAUSTOFFKENNWERTEN FUER DIE BEMESSUNG BITUMINOESER STABILISIERTER KONSTRUKTIONSSCHICHTEN. = LIMITES DE LA DETERMINATION DES CARACTERISTIQUES DES MATERIAUX DE CONSTRUCTION POUR LE DIMENSIONNEMENT DES REVETEMENTS BITUMINEUX STABILISES POUR CHAUSSEESKUNATH.1976; STRASSE; DTSCH.; DA. 1976; VOL. 16; NO 8; PP. 339-341; BIBL. 4 REF.Article

Compaction behavior of fine-grained soils, lateritic soils and crushed rocksHORPIBULSUK, Suksun; SUDDEEPONG, Apichat; CHAMKET, Pokin et al.Soils and foundations. 2013, Vol 53, Num 1, pp 166-172, issn 0038-0806, 7 p.Article

Stabilising a clay using tyre buffings and limeALI FIRAT CABALAR; KARABASH, Zuheir; WALEED SULAIMAN MUSTAFA et al.Road materials and pavement design. 2014, Vol 15, Num 4, pp 872-891, issn 1468-0629, 20 p.Article

CBR and DCP correlation for class C fly ash-stabilized soilMISRA, Anil; UPADHYAYA, Sushant; HORN, Carlo et al.ASTM geotechnical testing journal. 2006, Vol 29, Num 1, pp 30-36, issn 0149-6115, 7 p.Article

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

COMPACTIONBERGMANN EP.1979; J. TERRAMECH.; USA; DA. 1979; VOL. 16; NO 1; PP. 23-32; ABS. FRE/GER; BIBL. 10 REF.Article

UTILISATION D'UNE PRESSE CBR SUR CHANTIER DANS UN FOURGON.YONNET D; GESTIN G.1976; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1976; NO 83; PP. 138-139Article

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

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

Investigation of the resilient behavior of granular base materials with simple test apparatusARAYA, Alemgena A; HUURMAN, Marius; MOLENAAR, André A. A et al.Materials and structures. 2012, Vol 45, Num 5, pp 695-705, issn 1359-5997, 11 p.Article

Influence of aggregate packing structure on California bearing ratio values of unbound granular materialsYIDETI, Tatek F; BIRGISSON, Bjorn; JELAGIN, Denis et al.Road materials and pavement design. 2014, Vol 15, Num 1, pp 102-113, issn 1468-0629, 12 p.Article

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

THE STRENGTH OF CLAY SUBGRADES: ITS MEASUREMENT BY A PENETROMETER = RESISTANCE DE SOLS DE FONDATION EN ARGILE: SA MESURE A L'AIDE D'UN PENETROMETREBLACK WPM.1979; TRANSP. ROAD RES. LAB., LAB. REP.; GBR; DA. 1979; NO 901; PP. 1-15; BIBL. 15 REF.Serial Issue

Load-equivalency factors based on extended California bearing ratio methodDIVINSKY, M; LIVNEH, M; NESICHI, S et al.Transportation research record. 1999, Num 1684, pp 8-16, issn 0361-1981Conference Paper

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

Compaction delay characteristics of clay with cement kiln dustBROOKS, R. M; UDOEYO, F; TAKKALAPELLI, K. V et al.Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2009, Vol 162, Num 5, pp 283-286, issn 1353-2618, 4 p.Article

Utilization of quarry dust to improve the geotechnical properties of soils in highway constructionSOOSAN, T. G; SRIDHARAN, A; JOSE, Babu T et al.ASTM geotechnical testing journal. 2005, Vol 28, Num 4, pp 391-400, issn 0149-6115, 10 p.Article

Optimization of aspect ratio of waste tire shreds in sand-shred mixtures using CBR testsGHAZAVI, Mahmoud; MASOUD AMEL SAKHI.ASTM geotechnical testing journal. 2005, Vol 28, Num 6, pp 564-569, issn 0149-6115, 6 p.Article

Wykorzystanie przetworzonych osadów porafineryjnych do stabilizacji gruntów w budownictwie drogowym. Cz. I: Rozpoznawcze badania laboratoryjne = Utilization of post-refinery oil sludge for soil stabilisation in road construction. Part I: Laboratory testsKRASZEWSKI, Cezary; PACHOWSKI, Jan.Drogi i mosty. 2003, Num 4, pp 45-61, issn 1643-1618, 17 p.Article

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