High‐Speed Rail Track Design
Publication: Journal of Transportation Engineering
Volume 115, Issue 1
Abstract
While the new generation of high speed rail (HSR) vehicles is generally accepted as an obvious necessity for HSR operations, the need for higher track standards for new HSR lines and high‐speed upgrades of conventional track is not as well accepted. Yet, the vehicles and the track are combined into one system which cannot function effectively with relatively simple track approaches valid for 200 km/h (124 mph) speeds. Continuous improvement to the rail mode has brought some first class foreign lines close to the condition needed for truly high‐speed operations. However, fundamental updates will be necessary in the areas of design theory, products, and construction practices in the domestic, mostly highaxle‐load, freight‐dominated railroad environment to duplicate the perfect safety record of existing HSR lines and to avoid unnecessary remedial costs. The new requirements include precision‐rolled heavy rail; fasteners providing constant elastic clamping force; laterally stable and vertically uniform support by concrete ties or slab track; and subgrade designed for special dynamic loading transfer into greater than usual depths. Proper high‐speed track design will facilitate tight track tolerances and minimize maintenance of track and vehicular equipment.
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References
1.
Alias, J. (1981). “La maintenance de La Ligne Nouvelle.” Revue Generate de Chemin de Fer, 9, 503–513, 594–595 (in French).
2.
AREA manual for railway engineering, (n.d.). AREA.
3.
Avenas, P. (1981). “Preparing the way.” RGI, 9, 727–729.
4.
Bachman, J. A. (1985). Overview of existing HSGT technologies, vehicles, and operations. ASCE, Detroit, Mich.
5.
Bernd Duwe. (1977). Experimentelle und theoretische Untersuchungen uber die Verformungen und Beanspruchungen eines schotterlosen Oberbaues bei Geschwindigkeiten bis 250 km/h. (in German).
6.
Birman, F. (1966). “Track parameters static and dynamic.” Proc., Inst. Mech. Engrs.
7.
Birmann, F., and Seraphis, H. (1978). “Besondere Probleme des Oberbaus bei hohen Fahrgeschwindigkeiten.” ETR 10, 631–636.
8.
Deutsche Bundesbahn (1986). “Vorschrift fur das Entwerten von Bahnanlagen, Neubaustrecken,” (DS 800‐1), Dentsche Bundesbahn, (in German).
9.
Erchkov, O. P., and Kartzev, V. J. (1980). “Recherches theoriques et experimentales sur les mouvements des vehicules ferroviaires circulant a une vitesse de 200 km/h et exigence relatives a l'entretien des lignes a grandes vitesse.” Rail Int., 714–720 (in French).
10.
Fastenrath, F. (1981). Railroad track, theory and practice.
11.
Hanna, A. N. (1982). Laboratory evaluation of concrete ties and fastenings for transit use.
12.
Janin, G. J. (1977). La Resistance Laterale de La Voie Ferree. Le probleme de la stabilisation du ballast.” Revue Gen. de Chemin de Fer, 10, 535–582 (in French).
13.
Jenkins, H. (1976). “Track maintenance for high‐speed trains.” Bull. AREA, 658, 499–521.
14.
Kaess, G., and Theiss, H. (1984). “Der Oberbau auf den Neubaustrecken der DB.” Eisenbahningenieur, 9, 421–428 (in German).
15.
Klika, E. (1948). “Studie o novych zasadach vypoctu napeti v kolejnicich.” Technicky Obzor, Prague, Czechoslovakia, 56(6), (in Czech).
16.
Kolousek, V. (1967). Stavebne Konstrukcie Namahane Dynamickymi Ucinkami, Prague, Czechoslovakia.
17.
Meacham, H. C. (1970). “Studies for rail vehicle track structures.” Report No. FRART‐71‐45, Office of High Speed Ground Transportation, F.R.A., Washington, D.C.
18.
Misiti, L. (1981). “Die “Diretissima” Rom‐Florenz: Konzepzion und Realisie‐rung.” ETR, 4319–324 (in German).
19.
Oh, B. K. (1987). Behavior of concrete under dynamic tensile loads.” ACI Mater. J.
20.
Ormiston, H. (1977). “Track for high speed train.” J. Rept. Perm. Way Inst., 1, 64–77.
21.
Pintag, G. “Application of German railways high‐performance technology, taking planning of Dallas‐Houston (USA) 1CE‐express as example.”
22.
Prudhomme A. L. (1973). “Aspect Technique des Grandes Vitesses. La voie et les installations electriques des lignes a grande vitesse. Partie—La voie et son infrastructure.” Travaux, (in French).
23.
Roques, G. (1983). “Two years of earthwork maintenance on the Paris‐Sud‐Est Line.” Rubin, H. (1952). Beitrag zur Frage der Schienenspannungen infolge unrunder Rader.” Archiv fur Eisenbahntechnik 1(7), 28–32 (in German).
24.
Schramm, G. (1955). “Die Beanspruchung der Schienen durch die Eisenbahn‐Fahrzeuge.” Glasers Annalen 79(11).
25.
Tanaka, I. (1981). “Track construction of Tohoku Shinkansen.” Permanent way, 4, 4–15.
26.
Tani, S. (1985). Labor‐saving track structure of JNR,” Japan. Railway Eng., 94.
27.
Watanabe, K. (1985). “Review and perspective of the Shinkansen.” Elektrische Bahnen 5, 145–152.
28.
Watanabe, K. (1982). “Shinkansen track maintenance by closed‐loop control.” RGI, 3, 197–199.
29.
Winkler, E. (1871). Vortrage uber Eisenbahnbau. Band 1: Der Eisenbahn—Oberbau. 2 Aufl. H. Dominicus, Praha, Czechoslovakia (in German).
Information & Authors
Information
Published In
Journal of Transportation Engineering
Volume 115 • Issue 1 • January 1989
Pages: 68 - 83
Copyright
Copyright © 1989 ASCE.
History
Published online: Jan 1, 1989
Published in print: Jan 1989
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