kw.\*:("Ballast")
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Labour saving track structure of JNRTANI, S.Japanese railway engineering. 1985, Num 94, pp 12-15, issn 0448-8938Article
Einfügungsdämmass von Unterschottermatten = La perte d'insertion des sous-couches de ballast ferroviaire = Insertion lose of ballast matsWETTSCHURECK, R; KURZE, U. J.Acustica. 1985, Vol 58, Num 3, pp 177-182, issn 0001-7884Article
Les essais de résistance à l'impact dans le domaine du ferroviaire : Transport ferroviaireRENAUDOT, Patrice.Essais industriels. 2007, Num 40, pp 22-23, issn 1290-0206, 2 p.Article
Le train de dégarnissage-criblage TDC 100 = The TDC 100 ballast-scarifier and screening trainLEDUC, J.-C.Revue générale des chemins de fer (1924). 1986, Num 5, pp 283-292, issn 0035-3183Article
Application of controllable ballasting to cargo carrying shipsLOGAN, J. A; CHRESESON, P. J.Transactions - North East Coast Institution of Engineers & Shipbuilders. 1986, Vol 102, Num 4, pp 137-158, issn 0029-280XArticle
Une voie sans ballast pour Berlin = Ballastless track for BerlinDE PONTBRIAND, G; CERVI, G.Revue générale des chemins de fer (1924). 1996, Num 5, pp 31-39, issn 0035-3183Article
Sensitivity of aquatic invertebrate resting eggs to Seakleen® (menadione) : A test of potential ballast tank treatment optionsRAIKOW, David F; REID, David F; MAYNARD, Erynn E et al.Environmental toxicology and chemistry. 2006, Vol 25, Num 2, pp 552-559, issn 0730-7268, 8 p.Article
STATE-OF-THE-ART OF BALLASTLESS TRACK AT-GRADE.WHEELER WL.1976; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 131-145; BIBL. 20 REF.Article
REPONSE D'UN PETIT CARGO SOUMIS A UN CHOC AVANT LORSQU'IL RETOMBEYAMAMOTO Y; OHTSUBO H; MURAKAMI T et al.1981; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1981; VOL. 149; NO 6; PP. 140-143; BIBL. 7 REF.Article
CONTRIBUTION TO SELECTION OF RAILROAD BALLAST.GASKIN PN; RAYMOND G.1976; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 377-394; BIBL. 4 REF.Article
EISENBAHNOBERBAU FUER SCHNELLVERKEHRSSTRECKEN = SUPERSTRUCTURE DES VOIES FERREES POUR LES TRAJETS A GRANDE VITESSEEISENMANN J.1975; V.D.I.-Z.; DTSCH.; DA. 1975; VOL. 117; NO 7; PP. 335-341; BIBL. 20 REF.Article
ZUR EINTEILUNG UND KENNZEICHNUNG SCHOTTERLOSER OBERBAUFORMEN = CLASSIFICATION ET CARACTERISATION DES FORMES DE SUPERSTRUCTURES SANS BALLASTBRAITSCH H.1973; VERK. U. TECH.; DTSCH.; DA. 1973; VOL. 26; NO 1; PP. 17-19; BIBL. 4 REF.Serial Issue
BREVET 2.357.761 (A1) (77 07055). - 10 MARS 1977. SYSTEMES DE POMPAGE.sdPatent
NEUER AUFBAU DER SCHWELLENUNTERBETTUNG. = NOUVELLE CONSTRUCTION DE LA COUCHE DE FONDATION DES TRAVERSESKRAUS J.1976; Z. ORGANIS. ZUSAMMENARB. EISENBAHN.; POLEN; DA. 1976; VOL. 19; NO 2; PP. 1-4Article
A study of voluntary intake and digestibility of roughages in relation to their degradation characteristics and retention time in the rumenNANDRA, K. S; HENDRY, A; DOBOS, R. C et al.Animal feed science and technology. 1993, Vol 43, Num 3-4, pp 227-237, issn 0377-8401Article
Ist der Schotteroberbau die richtige Konstruktion für Schnellfahrstrecken? = La voie ballastée est-elle la bonne construction pour les lignes à grande vitesse = Is the ballasted track the right thing for high speed train runningRIESSBERGER, K.ETR. Eisenbahntechnische Rundschau. 1985, Vol 34, Num 3, pp 239-245, issn 0013-2845, 5 p.Article
Ballasting the miniature metal halide lampCOHEN, S; LESTER, J. N.Journal of the Illuminating Engineering Society. 1983, Vol 13, Num 1, pp 191-197, issn 0099-4480Article
High frequency characteristics of 32 watt T8 lampsHITCHCOCK, D. E.Journal of the Illuminating Engineering Society. 1983, Vol 13, Num 1, pp 26-35, issn 0099-4480Article
Evaluation of approaches to quantify total residual oxidants in ballast water management systems employing chlorine for disinfectionZIMMER-FAUST, Amity G; AMBROSE, Richard F; TAMBURRI, Mario N et al.Water science and technology. 2014, Vol 70, Num 10, pp 1585-1593, issn 0273-1223, 9 p.Article
La voie sur dalle, une alternative à la voie classique sur ballast = The railway track on slab, an alternative at a classic railway track on ballastEISENMANN, J.Rail international (Ed. française). 1995, Vol 26, Num 11, pp 19-28, issn 1022-4076Article
Permanent strains from cyclic variable-amplitude loadingsSTEWART, H. E.Journal of geotechnical engineering. 1986, Vol 112, Num 6, pp 646-660, issn 0733-9410Article
Computer simulation of fluorescent lamp-ballast systemsMORTON, E. W; SMITH, H. V; YOUNG, R. G et al.Journal of the Illuminating Engineering Society. 1983, Vol 13, Num 1, pp 145-156, issn 0099-4480Article
RESPONSE OF NAILROAD BALLAST TO VERTICAL VIBRATION.GASKIN PN; RAYMOND G; POWELL AG et al.1978; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT ENGNG J. A.S.C.E.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 75-87; BIBL. 10 REF.Article
Cost-Effective Autonomous Robots for Ballast Water Tank InspectionCHRISTENSEN, Leif; FISCHER, Niklas; KROFFKE, Sven et al.Journal of ship production and design (Print). 2011, Vol 27, Num 3, pp 127-136, issn 2158-2866, 10 p.Article
Construction of a Preliminary Simulation System for Real-Time Prediction of Ship Ballasting ProcessNAM, Jong-Ho; KIM, Dae-Hyeon.Journal of ship production. 2010, Vol 26, Num 3, pp 163-172, issn 8756-1417, 10 p.Article