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Results 1 to 25 of 54

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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

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

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

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

Improving a gypsum sand roadbed soil by increased compactionRAZOUKI, S. S; IBRAHIM, A. N.Proceedings of the Institution of Civil Engineers. Transport. 2007, Vol 160, Num 1, pp 27-31, issn 0965-092X, 5 p.Article

Correlation of California bearing ratio with shear strength parametersGREGORY, Garry H; CROSS, Stephen A.Transportation research record. 2007, Num 1989, pp 148-153, issn 0361-1981, 6 p., 1Article

Stabilizing soft fine-grained soils with fly ash : Stabilization of geomedia using cementitiuous materialsEDIL, Tuncer B; ACOSTA, Hector A; BENSON, Craig H et al.Journal of materials in civil engineering. 2006, Vol 18, Num 2, pp 283-294, issn 0899-1561, 12 p.Article

Assessment of the suitability of flyash in geotechnical constructionsSINGH, S. P; TRIPATHY, D. P.Journal of the Institution of Engineers. India. Civil Engineering Division. 2001, Vol 82, Num AOU, pp 77-80, issn 0020-336XArticle

Hergebruik van grond door kalkstabilisatie = Récupération des terres grâce à la stabilisation des sols à la chaux = Soil recovery by lime stabilizationBOVENS, P; VERHELST, F.Het ingenieursblad. 2000, Vol 69, Num 12, pp 68-78, issn 0020-1235, 9 p.Article

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

Shear Strength Characteristics of Recycled GlassOOI, Phillip S. K; LI, Melanie M. W; SAGARIO, Michelle L. Q et al.Transportation research record. 2008, Num 2059, pp 52-62, issn 0361-1981, 11 p.Article

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

Geotechnical properties of some residual micaceous soils in the Kumasi Metropolitan Area (Ghana) = Propriétés géotechniques de quelques sols résiduels micacés dans la zone urbaine de Kumasi (Ghana)FREMPONG, E. M.Bulletin of the International Association of Engineering Geology. 1994, Num 49, pp 47-54, issn 0074-1612Article

Predicting long-term soaked CBR of gypsiferous subgrade soilsRAZOUKI, S. S; KUTTAH, D. K.Proceedings of the Institution of Civil Engineers. Transport. 2006, Vol 159, Num 3, pp 135-140, issn 0965-092X, 6 p.Article

Effect of surfactant on dry-side compaction of silty sandBERNEY, Ernest S; PETERS, John F; NEWMAN, J. Kent et al.Transportation research record. 2003, Num 1819, pp 57-62, issn 0361-1981, 6 p., 2Conference Paper

Use of coral-derived aggregates for construction of low-volume roadsBULLEN, Frank.Transportation research record. 2003, Num 1819, pp 134-142, issn 0361-1981, 9 p., 2Conference Paper

Calcretic and ferricretic duricrusts of the Thar Desert, India : their geotechnical appraisal as a road paving aggregateRAMAKRISHNAN, D; TIWARI, K. C.Engineering geology. 1999, Vol 53, Num 1, pp 13-22, issn 0013-7952Article

Evaluation of reclaimed asphalt pavement aggregate in road bases and subbasesTAHA, R; ALI, G; BASMA, A et al.Transportation research record. 1999, Num 1652, pp 264-269, issn 0361-1981, 1Conference Paper

Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materialsCETIN, Altan; KAYA, Zulkuf; CETIN, Bora et al.Road materials and pavement design. 2014, Vol 15, Num 1, pp 220-235, issn 1468-0629, 16 p.Article

Prediction of California bearing ratio of subbase layer using multiple linear regression modelsALAWI, Mohammad H; RAJAB, Maher I.Road materials and pavement design. 2013, Vol 14, Num 1, pp 211-219, issn 1468-0629, 9 p.Article

RUTTING PREDICTION FOR STABILIZED SOILS BASED ON THE CYCLIC CBR TEST = PRZEWIDYWANIE GŁĘBOKOŚCI KOLEIN GRUNTÓW STABILIZOWANYCH NA PODSTAWIE BADAŃ OBCIĄŻEŃ CYKLICZNYCH W APARACIE CBRSAS, Wojciech; GŁUCHOWSKI, Andrzej.Roads and bridges - Drogi i mosty. 2013, Vol 12, Num 4, pp 411-423, 13 p.Article

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