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COMPARISONS OF FIELD DENSITY TEST RESULTS = COMPARAISON DES RESULTATS D'ESSAIS EN PLACE DE DENSITEKADERABEK TJ; FERRIS WR.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 4; PP. 206-210Article

Understanding, specifying and implementing soil compaction = Compréhension, spécification et mise en œuvre du compactage des volsDOYLE, H.N. JR.The Construction specifier. 2001, Vol 54, Num 8, pp 51-55, issn 0010-6925Article

Ermittlung der potentiellen Verdichtbarkeit und Verdichtungsgefährdung mit Hilfe des Proctorversuches und Modellierung der Proctorkurve = Estimation of soil's sensitivity to compaction by means of proctor testingKRETSCHMER, H; HORN, R; BOHNE, K et al.Zeitschrift für Kulturtechnik und Landentwicklung. 1993, Vol 34, Num 2, pp 73-82, issn 0934-666XArticle

Determination of maximum and minimum densities of poorly graded sands using a simplified methodMUSZYNSKI, Mark R.ASTM geotechnical testing journal. 2006, Vol 29, Num 3, pp 263-272, issn 0149-6115, 10 p.Article

Resilient characteristics of dune sandWOOJIN LEE; BOHRA, N. C; ALTSCHAEFFL, A. G et al.Journal of transportation engineering. 1995, Vol 121, Num 6, pp 502-506, issn 0733-947XArticle

A method for characterizing the state of compactness of the plough layerHÅKANSSON, I.Soil & tillage research. 1990, Vol 16, Num 1-2, pp 105-120, issn 0167-1987Article

Regulation of setting time for improving casting conditions in slip-form concreting = Régulation du temps de prise pour améliorer les conditions de fabrication du béton à l'aide de coffrages glissantsREICHVERGER, Z.Matériaux et constructions. 1987, Vol 20, Num 117, pp 190-195, issn 0025-5432Article

SOME MAGNIFICENT BERYLS FROM THE PROCTOR COLLECTION = QUELQUES SPLENDIDES BERYLS DE LA COLLECTION PROCTORZEITNER JANE CULP.1983; LAPIDARY J.; ISSN 0023-8457; USA; DA. 1983-02; VOL. 36; NO 11; PP. 1836-1843; BIBL. 5 REF.; ILL.Article

BLEIBENDE SETZUNG VON FUNDAMENTEN INFOLGE DYNAMISCHER LAST = TASSEMENT PERMANENT DE FONDATIONS A LA SUITE D'UNE CHARGE DYNAMIQUEHOLZLOEHNER U.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 5; PP. 150-154; BIBL. 11 REF.Article

OPTIMUM MOISTURE CONTENT FOR COMPACTING SOILS: ONE-POINT METHOD = TENEUR OPTIMALE EN HUMIDITE POUR DES SOLS DEVANT ETRE COMPACTS: UNE METHODE A 1 POINTHAMDANI IH.1983; JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING; ISSN 513644; USA; DA. 1983; VOL. 109; NO 2; PP. 232-237; BIBL. 3 REF.Article

APPRECIATION D'UN COMPORTEMENT DE SABLE FIN POLLUE PAR L'ESSAI AU BLEU DE METHYLENEKERGOET M; CIMPELLI C.1980; BULL. LIAISON LAB. PONTS ET CH.; ISSN 0458-5860; FRA; DA. 1980; NO 108; PP. 89-90; BIBL. 4 REF.Article

Mini compaction test apparatus for fine grained soilsSRIDHARAN, Asuri; SIVAPULLAIAH, Puvvadi Venkata.ASTM geotechnical testing journal. 2005, Vol 28, Num 3, pp 240-246, issn 0149-6115, 7 p.Article

Shrinkage properties of three clay materials at different temperaturesWYSOCKA, A; STEPMEWSKI, W; HORN, R et al.International agrophysics. 2006, Vol 20, Num 3, pp 255-260, issn 0236-8722, 6 p.Article

Laboratory evaluation of GeoGauge for compaction controlLENKE, Lary R; MCKEEN, R. Gordon; GRUSH, Matt P et al.Transportation research record. 2003, Num 1849, pp 20-30, issn 0361-1981, 11 p.Article

Proctoring for hospital endoscopy privilegesGastrointestinal endoscopy. 1999, Vol 50, Num 6, pp 901-905, issn 0016-5107Article

Compressibility of a compacted sandCARRIER, W. D.Journal of geotechnical and geoenvironmental engineering. 2000, Vol 126, Num 3, pp 273-275, issn 1090-0241Article

Compaction curves on volume basisPRASHANTH, J. P; SIVAPULLAIAH, P. V; SRIDHARAN, A et al.ASTM geotechnical testing journal. 1998, Vol 21, Num 1, pp 58-65, issn 0149-6115Article

Stabilisation à la chaux = Lime stabilizationHERMANN, K; BEGUIN, L.Bulletin du Ciment. 1997, Vol 65, Num 4, pp 3-10, issn 0373-4048Article

Evaluation du comportement au compactage de sols fins en construction routière et autoroutière = Evaluation of the compaction behaviour of fine-grained soils in the constructions of highway and expresswayGuo, Shian; Esteoule, J.1995, 130 p.Thesis

La compaction des sols = Soil compactionVITLOX, O.1989, Vol 57, Num 425, pp 3-15Article

Bulk density by Proctor test as a function of texture for agricultural soils in Maputo province of MozambiqueNHANTUMBO, Alfredo B. J. C; CAMBULE, Armindo H.Soil & tillage research. 2006, Vol 87, Num 2, pp 231-239, issn 0167-1987, 9 p.Article

Anisotropic modular ratios as unbound aggregate performance indicatorsSEYHAN, Umit; TUTUMLUER, Erol.Journal of materials in civil engineering. 2002, Vol 14, Num 5, pp 409-416, issn 0899-1561Article

Messung der mechanischen und hydraulischen Verdichtungsfähigkeit von bindigen Substraten mit einem verbesserten Proctorversuch : Langfristige Dichtigkeit und Nachsorge von Deponien = The measurement of mechanical and hydraulic consolidation of clayey substrates using an improved Proctor methodBAUER, Boris; TAUBNER, Heidi; TIPPKÖTTER, Rolf et al.Wasser und Boden. 2001, Vol 53, Num 6, pp 27-29, issn 0043-0951Article

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

Microstructure of a compacted siltDELAGE, P; AUDIGUIER, M; YU-JUN CUI et al.Canadian geotechnical journal. 1996, Vol 33, Num 1, pp 150-158, issn 0008-3674Article

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