Evaluation of staggered and cross intersectionsMAHALEL, D; CRAUS, J; POLUS, A et al.Journal of transportation engineering. 1986, Vol 112, Num 5, pp 495-506, issn 0733-947XArticle

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QUIMPER: CARREFOUR GIRATOIRE A ANNEAU PRIORITAIRELE COZ J.1982; T.E.C. (PARIS); ISSN 0397-6513; FRA; DA. 1982; NO 50; PP. 17-20Article

TRAFFIC JUNCTION SIGNAL ASPECT FAULTSLLOYD GH.1980; TRAFFIC ENG. CONTROL; ISSN 0041-0683; GBR; DA. 1980; VOL. 21; NO 8-9; PP. 438-439Article

TRAFFIC STUDIES AT T-JUNCTIONS. I. THE EFFECT OF APPROACH SPEED ON MERGING GAP ACCEPTANCE.COOPER DF; SMITH W; BROADIE V et al.1976; TRAFF. ENGNG CONTROL; G.B.; DA. 1976; VOL. 17; NO 6; PP. 256-257; ABS. FR. ALLEM.; BIBL. 4 REF.Article

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M1 reconstruction at Junction 8 = Reconstruction de l'autoroute M1 au carrefour no 8HUMPHREYS, A. H.Highways and transportation. 1985, Vol 32, Num 8, pp 31-34, issn 0265-6868Article

The Application of Pedestrian signals at Traffic-Signalized Intersections = L'application de signaux pour piétons aux intersections munies de feux tricoloresROBERTSON, H. D.Public roads. 1984, Vol 48, Num 3, pp 81-87, issn 0033-3735Article

Method for grading design of highwaysTAIGANIDIS, J; KANELLAIDIS, G.Journal of transportation engineering. 1991, Vol 117, Num 6, pp 706-712, issn 0733-947XArticle

Signalized intersections with variable flow rates. I: Analysis and simulationROSSI, T. F; CEDER, A.Journal of advanced transportation. 1988, Vol 22, Num 2, pp 154-168, issn 0197-6729Article

DELAYS TO PEDESTRIANS CROSSING THE ROAD AT A RANDOM POINTHUNT J; WILLIAMS S.1982; TRAFFIC ENG. CONTROL; ISSN 0041-0683; GBR; DA. 1982; VOL. 23; NO 4; PP. 216-221; BIBL. 11 REF.Article

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ROUNDABOUTS. EVOLUTION, REVOLUTION AND THE FUTURELAURENCE CJD.1980; HIGHWAY ENGR; GBR; DA. 1980; VOL. 27; NO 5; PP. 2-10; BIBL. 46 REF.Article

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SOME ASPECTS OF PEDESTRIAN SAFETY AT SIGNALISED INTERSECTIONSHAKKERT AS; BEN YAKOV Y; ARBIT S et al.1982; IEE CONF. PUBL.; ISSN 0537-9989; GBR; DA. 1982; NO 207; PP. 21-24; BIBL. 9 REF.Conference Paper

ELDERLY PEDESTRIANS: ASSESSMENTS OF THE RELATIVE VALUE OF INSTRUCTION ON ALTERNATIVE SAFETY TOPICSSHEPPARD D; VALENTINE SD.1980; TRRL SUPPL. REP.; ISSN 0305-1315; GBR; DA. 1980; NO 601; 13 P.; BIBL. 8 REF.Serial Issue

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VERKEHRSREGELUNGSANLAGE ES = INSTALLATION DE REGULATION DE LA CIRCULATION AUTOMOBILEMAAGD JF; KNOELLER E.1978; HASLER MITT.; CHE; DA. 1978; VOL. 37; NO 2-3; PP. 49-52; ABS. FREArticle

A NEW PROCEDURE FOR CAPACITY CALCULATIONS AT CONVENTIONAL ROUNDABOUTS.ASHWORTH R; LAURENCE CJD.1978; INSTIT CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; NO 3; PP. 1-16; BIBL. 14 REF.Article