Soil freezing response: influence of test conditions = Réponse d'un sol au gel: influence des conditions d'essaiMCCABE, E. Y; KETTLE, R. J.ASTM geotechnical testing journal. 1985, Vol 8, Num 2, pp 49-58, issn 0149-6115Article

The effects of soil compaction and organic matter on the growth of bush beansOHU, J. O; RAGHAVAN, G. S. V; MCKYES, E et al.Transactions of the ASAE. 1985, Vol 28, Num 4, pp 1056-1061, issn 0001-2351Article

VITESSE DE COMPACTAGE DES COUCHES D'ENROBESDELTOUR M.1979; CONSTRUCTION; FRA; DA. 1979; VOL. 33; NO 19; PP. 44-45Article

PROGNOZA ZHUTNITELNOSTI ZEMIN A OPTIMALNI TECHNOLOGIE ZHUTNOVANI Z ENERGETICKEHO HLEDISKA = PROGNOSTIC DE LA COMPACTIBILITE DES SOLS ET DE LA TECHNOLOGIE OPTIMALE DU COMPACTAGE DU POINT DE VUE ENERGETIQUEKUCHTA V.1980; MECHANIZACE; CSK; DA. 1980; VOL. 28; NO 5; PP. 61-63; ABS. RUS/ENG/GER; BIBL. 7 REF.Article

VERDICHTUNGSWILLIGKEIT VON ASPHALTGEMISCHEN = COMPACTIBILITE D'ENROBES BITUMINEUXRENKEN P.1980; FORSCH. STRASSENB. STRASSENVERKCHRSTECH.; ISSN 0344-0788; DEU; DA. 1980; NO 296; PP. 1-107; ABS. ENG/FRE; BIBL. 26 REF.Serial Issue

PACKNINGSBENAEGENHET OCH STABILITET HOS ASFALTBETONG HAB 16T AV OLIKA SAMMANSAETTNIGAR - EN STUDIE MED HJAELP AV MARSHALLKROPPAR = COMPACTIBILITE ET STABILITE DU BETON BITUMINEUX HAB 16T DE DIFFERENTE COMPOSITION. UNE ETUDE A L'AIDE DES SPECIMENS MARSHALLBJORKLUND A; BACKMAN C.1979; STAT. VAEG-O. TRAFIKINST., RAPP.; SWE; DA. 1979; NO 169; 53 P.; H.T. 50; ABS. ENG; BIBL. 6 REF.Serial Issue

Compaction control and the index unit weight = Contrôle du compactage et indice de densité apparentePOULOS, S. J.ASTM geotechnical testing journal. 1988, Vol 11, Num 2, pp 100-108, issn 0149-6115Article

Weiterführung und Erprobung von Untersuchungsverfahren zur Ermittlung der Einflüsse auf den Verformungswiderstand bituminöser Massen = Suite et mise à l'épreuve de méthodes d'analyse calculant l'influence de masses bitumineuses sur la résistance à la déformation = Continuation and trial of testing methods to determine the effects on the deformation resistance of bituminous mixesPAULMANN, G; MOTZ, H.Forschung Strassenbau und Strassenverkehrstechnik. 1985, Num 441, pp 3-261, issn 0344-0788Article

Analyse géostatistique d'un noyau de barrage tel que construit = Geostatic analysis of dam coreSOULIE, M; FAVRE, M; KONRAD, J.-M et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 453-467, issn 0008-3674Article

Soil compaction around a small penetrating cylindrical body and its consequencesBECHER, H. H.Soil technology. 1994, Vol 7, Num 1, pp 83-91, issn 0933-3630Article

Rubber soils as lightweight geomaterialsAHMED, I; LOVELL, C. W.Transportation research record. 1993, Num 1422, pp 61-70, issn 0361-1981Article

Errors in the sampling and testing of sub-base aggregates = Erreurs dans l'échantillonnage et les essais des granulats de sous-couchesSHERWOOD, P. T; PIKE, D. C.Supplementary report - Transport and Road Research Laboratory. 1984, Num 831, issn 0305-1315, 16 p.Serial Issue

Entwicklung einer Tandem-Vibrationswalze für Walzbeton = Development of a tandem-vibratory roller for rolling concreteIWAKUMA, H; KOYAMA, F.BMT. Baumaschine + Bautechnik. 1992, Num 6, pp 381-384, issn 0005-6693, 386 [5 p.]Article

Nomograms for the estimation of soil strength from indentation testo = Nomogrammes pour estimer la résistance du sol à partir d'essais d'indentationHETTIARATCHI, D. R. P; YULIANG.Journal of terramechanics. 1987, Vol 24, Num 3, pp 187-198, issn 0022-4898Article

MELANGES HYDROCARBONES DURABLES ET STABLESGASTHANS A.1981; TECH. ROUT.; BEL; DA. 1981; NO 2; PP. 62-67; 3 P.; BIBL. 2 REF.; IDEM FLEArticle

PREDICTION OF DENSITY AND STRENGTH FOR A LABORATORY-COMPACTED CLAY = PREVISION DE LA DENSITE ET DE LA RESISTANCE POUR UNE ARGILE COMPACTEE EN LABORATOIREWEITZEL DW; LOVELL CW.1980; TRANS. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 754; PP. 53-59; BIBL. 19 REF.Article

CLASSIFICATION OF LUBRICANTS FOR PVC BY COMPACTION TESTINGFAHEY TE.1982; J. VINYL TECHNOL.; GBR; DA. 1982; VOL. 4; NO 3; PP. 115-119; BIBL. 14 REF.Article

COMPACTAGE AU COMPACTEUR A PNEUMATIQUES DES ASSISES TRAITEESKHAY M; MOREL G; MACHET JM et al.1979; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; DA. 1979; NO 103; PP. 55-66; ABS. ENG/GER/SPA/RUS; BIBL. 10 REF.Article

Compaction and permeability study of a soil stabilised with flyash, lime and Na₂CO₃KUMAR, Virender.Journal of the Institution of Engineers. India. Civil Engineering Division. 2002, Vol 82, Num FEV, pp 173-176, issn 0020-336XArticle

Compaction control of earth-rock mixtures: a new approachTORREY, V. H; DONAGHE, R. T.ASTM geotechnical testing journal. 1994, Vol 17, Num 3, pp 371-386, issn 0149-6115Article

Specification for ground treatment = Spécifications pour le traitement des sols1987, 2VolBook

Mechanical behavior and microstructural variation of loess under dynamic compactionHU, R. L; YEUNG, M. R; LEE, C. F et al.Engineering geology. 2001, Vol 59, Num 3-4, pp 203-217, issn 0013-7952Article

Comportement des sols fins argileux pendant un essai de compactage statique : détermination des paramètres pertinents = Clayey coil behaviour under static compaction testMESBAH, A; MOREL, J.C; OLIVIER, M et al.Materials and structures. 1999, Vol 32, Num 223, pp 687-694, issn 1359-5997Article

Proposed new standard test method for laboratory compaction testing of soil-rock mixtures using standard effortDONAGHE, R. T; TORREY, V. H.ASTM geotechnical testing journal. 1994, Vol 17, Num 3, pp 387-392, issn 0149-6115Article

Measurement systems variability for sand compactibilityVOLKMAR, A. P.Modern casting. 1993, Vol 83, Num 12, pp 28-30, issn 0026-7562Article