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Volumn 137, Issue 3, 2010, Pages 288-292

Impact of Bituminous Subballast on Railroad Track Deformation Considering Atmospheric Actions

Author keywords

Ballasted tracks; Bituminous subballast; Railroad engineering; Unsaturated soils

Indexed keywords

FINITE ELEMENT METHOD; LIFE CYCLE; MINING LAWS AND REGULATIONS; RAILROAD ENGINEERING; SOIL MOISTURE;

EID: 79952338416     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000435     Document Type: Article
Times cited : (23)

References (15)
  • 2
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • GTNQA8, 0016-8505, 10.1680/geot.1990.40.3.405
    • Alonso E.E. Gens A. Josa A. constitutive model for partially saturated soils. Géotechnique 1990, 40(3):405-430. GTNQA8, 0016-8505, 10.1680/geot.1990.40.3.405, and .
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 3
    • 79952327649 scopus 로고    scopus 로고
    • Influence due to the incorporation of a bituminous subballast layer in terms of deformations on railway trackbeds
    • Thesis for Integrated Master Degree in Civil Engineering, Instituto Superior Técnico, Technical Univ. of Lisbon.
    • Ferreira T.M. Influence due to the incorporation of a bituminous subballast layer in terms of deformations on railway trackbeds. 2007, Thesis for Integrated Master Degree in Civil Engineering, Instituto Superior Técnico, Technical Univ. of Lisbon.
    • (2007)
    • Ferreira, T.M.1
  • 5
    • 53749106893 scopus 로고    scopus 로고
    • Chapter 3: Developments in modelling the generalised behaviour of unsaturated soils
    • D. G. Toll, C. E. Augarde, D. Gallipoli, S. J. Wheeler, and , eds Taylor & Francis, Abingdon, UK.
    • Gens A. Guimarães L. Sánchez M. Sheng D.C. Chapter 3: Developments in modelling the generalised behaviour of unsaturated soils. Unsaturated soils-Advances in geo-engineering 2008, D. G. Toll, C. E. Augarde, D. Gallipoli, S. J. Wheeler, and and eds Taylor & Francis, Abingdon, UK.
    • (2008) Unsaturated soils-Advances in geo-engineering
    • Gens, A.1    Guimarães, L.2    Sánchez, M.3    Sheng, D.C.4
  • 6
    • 34547396833 scopus 로고    scopus 로고
    • Evolution of track geometric quality in high-speed lines: Ten years experience of the Madrid-Seville line
    • PMFTEV, 0954-4097, 10.1243/0954409JRRT62
    • López P. Teixeira P.F. Casas C. Ubalde L. Robusté F. Evolution of track geometric quality in high-speed lines: Ten years experience of the Madrid-Seville line. Proc. Inst. Mech. Eng Part 2007, 221(F2):147-155. PMFTEV, 0954-4097, 10.1243/0954409JRRT62, and .
    • (2007) Proc. Inst. Mech. Eng., Part F , vol.221 , Issue.F2 , pp. 147-155
    • López, P.1    Teixeira, P.F.2    Casas, C.3    Ubalde, L.4    Robusté, F.5
  • 7
    • 0028461362 scopus 로고
    • Drainability of granular bases for highway pavements
    • TRREDM, 0361-1981 .
    • McEnroe B.M. Drainability of granular bases for highway pavements. Transp. Res. Rec. 1994, (1434):23-28. TRREDM, 0361-1981, .
    • (1994) Transp. Res. Rec. , Issue.1434 , pp. 23-28
    • McEnroe, B.M.1
  • 8
    • 0036499237 scopus 로고    scopus 로고
    • Three-dimensional finite element analysis of the interaction between tunneling and pile foundations
    • IJNGDZ, 1096-9853, 10.1002/nag.194
    • Mroueh H. Shahrour I. Three-dimensional finite element analysis of the interaction between tunneling and pile foundations. Int. J. Numer. Anal. Meth. Geomech. 2002, 26(3):217-230. IJNGDZ, 1096-9853, 10.1002/nag.194, and .
    • (2002) Int. J. Numer. Anal. Meth. Geomech. , vol.26 , Issue.3 , pp. 217-230
    • Mroueh, H.1    Shahrour, I.2
  • 9
    • 0030431944 scopus 로고    scopus 로고
    • Numerical formulation for simulator (CODE_BRIGHT) for coupled analysis of saline media
    • 0264-4401, 10.1108/02644409610151575
    • Olivella S. Gens A. Carrera J. Alonso E.E. Numerical formulation for simulator (CODE_BRIGHT) for coupled analysis of saline media. Engng. Comput. 1996, 13(7):87-112. 0264-4401, 10.1108/02644409610151575, and .
    • (1996) Engng. Comput. , vol.13 , Issue.7 , pp. 87-112
    • Olivella, S.1    Gens, A.2    Carrera, J.3    Alonso, E.E.4
  • 10
    • 3743076485 scopus 로고
    • Integrated computer model to estimate moisture and temperature effects beneath pavements
    • TRREDM, 0361-1981
    • Pufahl D.E. Lytton R.L. Liang H.S. Integrated computer model to estimate moisture and temperature effects beneath pavements. Transp. Res. Rec. 1990, (1286):259-269. TRREDM, 0361-1981, and .
    • (1990) Transp. Res. Rec. , Issue.1286 , pp. 259-269
    • Pufahl, D.E.1    Lytton, R.L.2    Liang, H.S.3
  • 11
    • 0034432757 scopus 로고    scopus 로고
    • Asphalt trackbed technology development: The first 20 years
    • TRREDM, 0361-1981, 10.3141/1713-01
    • Rose J.G. Brown E.R. Osborne M.L. Asphalt trackbed technology development: The first 20 years. Transp. Res. Rec. 2000, (1713):1-9. TRREDM, 0361-1981, 10.3141/1713-01, and .
    • (2000) Transp. Res. Rec. , Issue.1713 , pp. 1-9
    • Rose, J.G.1    Brown, E.R.2    Osborne, M.L.3
  • 13
    • 33748701643 scopus 로고    scopus 로고
    • Improvements in high-speed ballasted track design: Benefits of bituminous subballast layers
    • TRREDM, 0361-1981, 10.3141/1943-06 .
    • Teixeira. P.F. López-Pita A. Casas-Esplugas C. Bachiller A. Robusté F. Improvements in high-speed ballasted track design: Benefits of bituminous subballast layers. Transp. Res. Rec. 2006, 1943:43-49. TRREDM, 0361-1981, 10.3141/1943-06, .
    • (2006) Transp. Res. Rec. , vol.1943 , pp. 43-49
    • Teixeira, P.F.1    López-Pita, A.2    Casas-Esplugas, C.3    Bachiller, A.4    Robusté, F.5
  • 14
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • SSSJD4, 1435-0661, 10.2136/sssaj1980.03615995004400050002x .
    • Van Genuchten M.T. closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 1980, 44(5):892-898. SSSJD4, 1435-0661, 10.2136/sssaj1980.03615995004400050002x, .
    • (1980) Soil Sci. Soc. Am. J. , vol.44 , Issue.5 , pp. 892-898
    • Van Genuchten, M.T.1
  • 15
    • 0017728523 scopus 로고
    • Moisture transients at the pavement edge: analytical studies of the influence of materials and shear design
    • GTNQA8, 0016-8505, 10.1680/geot.1977.27.4.497 .
    • Wallace K.B. Moisture transients at the pavement edge: analytical studies of the influence of materials and shear design. Géotechnique 1977, 27(4):497-516. GTNQA8, 0016-8505, 10.1680/geot.1977.27.4.497, .
    • (1977) Géotechnique , vol.27 , Issue.4 , pp. 497-516
    • Wallace, K.B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.