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A Bibliography on the Design and Performance of Rail Track Structures

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A BIBLIOGRAPHY ON THE DESIGN AND PERFORMANCE OF RAIL TRACK STRUCTURES Robert H. Prause Helen C. Pestel Ronald H. Melvin Of TR4 a,, ( SEPTEMBER 1974 FINAL REPORT DOCUMENT IS AVAILABLE TO THE PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE, SPRINGFIELD VIRGINIA 22151. Prepared for u.s. DEPARTMENT OF TRANSPORTATION URBAN MASS TRANSPORTATION ADMINISTRATION Office of Research and Development Washington DC 20590 NOTICE The contents of this report reflect the views of Battelle-Columbus Laboratories, which is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily re- flect the official views of the Department of Transportation. This report does not constitute a standard, specification or regulation. 0 rscVo Technical Report Documentation Page Report No. UwTft' 2. Government Accession No. 3. Recipient’s Catalog No. UMTA-MA-06-0025-74-7 Title and Subtitle 5. Report Data A BIBLIOGRAPHY ON THE DESIGN AND PERFORMANCE September, 1974 OF RAIL TRACK STRUCTURES 6. Performing Organization Code 8. Performing Organization Report No. 7. Authors) DOT-TSC-UMTA-74-ll . Robert H. Prause , Helen C. Pestel, Ronald H. Melvin 9. Performing Organization Norr^e and Adctrelss 10. Work Unit No. (TRAIS) Battelle-Columbus Laboratories* 1 1A- 6-0025 505 King Avenue 1 1 . Contract or Gront No. Columbus OH 43201 DOT-TSC-5 63 13. Type of Report ond Period Covered 12. Sponsoring Agency Name and Address Final Report U.S Department of Transportation March, 1973 - July, 1974 Urban Mass Transportation Administration Office of Research and Development 14. Sponsoring Agency Code Washington DC 20590 15. Supplementary Notes U.S. Department of Transportation '-Under contract to: t transportation Systems Center, f> 1975 Kendall Square Cambridge MA 02142 16. Abstract This bibliography was prepared as part of the Rail Supporting Technology Program being sponsored by the Rail Programs Branchmf the - Urban Mass Trans- portation Administration. It is based on the reference material that was used to evaluate the technical factors which govern the design and performance of at-grade track structures for urban rail systems. While most of the reference material that has been included is directly related to track used for railroad, rail rapid transit and light rail transportation, there are some additional references on related topics such as rail vehicle dynamics, soil mechanics, stress analysis, etc. However, this bibliography does not include a comprehensive review of these related topics. This survey includes much of the published literature on track design, track loading, ballast, wood and concrete cross ties, rail and rail fasteners. It also includes considerable material on track problems such as rail wear and corruga- tion, rail defects, rail joints and track degradation. The formal literature search for this bibliography covered the time period from about 1963 to 1973, The principal sources were the National Technical Informa- tion Service (NTIS) file of government reports, Engineering Index, and the Applied Science and Technology Index. Earlier references were identified from the Railroad Research Information Service (RRIS) computerized data base and bibliographies prepared by the RRIS and the Association of American Railroads. 17. Key Words 18. Distribution Statement Track, track design, track loading, DOCUMENT IS AVAILABLE TO THE PUBLIC rapid transit systems, ballast, cross THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE, SPRINGFIELD. ties, fastenings, rail, rail defects, VIRGINIA 22151. rail joints, rail wear, stresses, noise, soil mechanics 19. Security Classif. (of this report) 20. Security Classif. (of this page) 21« No. of P ages 22. Price UNCLASSIFIED UNCLASSIFIED 148 Form DOT F 1700.7 (8-72) Reproduction of completed page authorized PREFACE The Office of Research and Development Rail Programs Branch of the Urban Mass Transportation Administration is conducting an Urban Rail Supporting Technology Program. This bibliography has been prepared by Battelle's Columbus Laboratories as a part of Contract DOT-TSC-563 for the Transportation Systems this The objective of Center (TSC) , the Systems Manager for Program. overall this contract was to evaluate the technical factors which govern the design and performance of at-grade rail track structures. The results from this program are reported in two volumes. Volume I, Report No. UMTA-MA-06-0025-74-3 (PB 233016/AS) , describes the design and performance of tie-ballast track, and Volume II, Report No. UMTA-MA-06-0025-74-4 (PB 233017/AS), is an evaluation of the requirements for designing concrete slab track. The work covered by these reports was conducted under the technical direction of Dr. Leonard Kurzweil, Code 612, at the Transportation Systems Center. This bibliography is based on the reference material that was obtained and organized in support of the technical program on rail track structures discussed above. It includes much of the published literature on track design, track loading, ballast, wood and concrete cross ties, rail and rail fasteners. It also includes considerable material on track problems such as rail wear and corrugation, rail defects, rail joints, and track degradation. While most of the reference material that has been included is directly related to track used for railroad, rail rapid transit and light rail transportation, there are some additional references on related topics such as rail vehicle dynamics, soil mechanics, stress analysis, etc. However, this bibliography does not include a comprehensive review of these related topics. The formal literature search for this bibliography covered the time period from about 1963 to 1973. The principal sources were the National Technical Information Service (NTIS) file of government reports, Engineering Index, and the Applied Science and Technology Index. Earlier references were identified from the Railroad Research Information Service (RRIS) computerized data base and bibliographies prepared by the RRIS and the Association of American Railroads. This bibliography contains references to over 1300 reports, journal articles, and conference papers. About half of the references contain an abstract, varying in length and subject matter from a brief annotation to a long, informative abstract. Each citation is organized so that the title appears in capital letters immediately below the citation number to allow rapid iii scanning of the titles. The publication data for journal articles are organ- ized as follows: authors, author affiliation, publication, volume and issue identification, date and pagination. The publication data for reports are organized as follows: authors, corporate author, sponsor when known, report numbers, date, pagination, contract number and public availability number. Reports cited as being available from NTIS are available from the National Technical Information Service, U. S. Department of Commerce, Springfield, Virginia 22151, by using the availability number identified in the citation. The references in the bibliography are listed in numerical order using an arbitrarily assigned citation number. A subject index, an author/ source index, and a foreign sources index follow the bibliography and refer to the particular references by the citation number. The subject index is based on the subject terms which were used to organize the literature for evaluating track structure design and performance. This index uses key words which were selected from the RRIS Thesaurus. The author /source index is based on the first author for each reference, followed by the pertinent citation numbers. When a reference does not cite an author, the corporate source or publication name or publisher is listed in the index. Foreign publications are listed in the foreign sources index according to their country of publica- tion. Two or more terms in the indexes can be coordinated to locate references of particular interest. IV TABLE OF CONTENTS Page BIBLIOGRAPHY 1 SUBJECT TERM INDEX 128 AUTHOR/ SOURCE INDEX 133 FOREIGN SOURCES INDEX 142 v — , BIBLIOGRAPHY 0001 0004 THE INFLUENCE OF BALLAST BED THICKNESS AND TIE A.R.E.A. TRACKWORK PLANS AND SPECIFICATIONS SIZE AND SPACING ON SUB-STRUCTURE LOADING American Railway Engineering Association, Eisenbahntechnische Rundschau - The Railway Chicago, Illinois Technical Review, Vol. 19, No. 8, pp 309-317 0005 The steady increase in axle loading of NEW PRODUCTION TAMPER TESTED ON PENN CENTRAL railway vehicles and in train speeds not only Railway Track & Structures, Vol. 66, No. 12, cause greater stressing of the rails, but also Dec. 1970, pp 20-22 higher loading of the substructure. Test results and theoretical considerations show 0006 the influence that the size, shape and spacing "WELDED" BALLAST. NEW CONCEPT IN TRACK of the ties, the thickness of the ballast bed STABILIZATION and depth of the formation, have on the loading Railway Track & Structures, Vol. 66, No. 11, of the substructure. Conclusions included the Nov. 1970, pp 21-23 following: a ballast bed over a bad substructure that will carry 20 tons axle load, when over a 0007 good substructure, cannot carry more than 25 EFFECT OF BALLAST CONDITIONS ON TRACK STABILITY tons axle load. For axle loads of 30 tons, a Railway Gazette, Vol. 126, 1970, p 349 protective layer over the substructure and a deepening of the ballast bed are necessary. Installation of long-welded rail on Europe's With regard to the stresses on the ballast principal trunk routes has created problems of bed from an axle load of 25 ton to 30
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