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Volumn 131, Issue 11, 2005, Pages 1392-1398

Transition of railroad bridge approaches

Author keywords

Bridges; Differential settlement; Railroad; Railroad tracks; Stiffness

Indexed keywords

BALLAST (RAILROAD TRACK); BRIDGE DECKS; CONCRETE BRIDGES; RAILROAD TIES; SETTLEMENT OF STRUCTURES; SOILS; STIFFNESS;

EID: 27744513509     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:11(1392)     Document Type: Article
Times cited : (192)

References (20)
  • 1
    • 33847131284 scopus 로고    scopus 로고
    • "Settlement of bridge approaches (the bump at the end of the bridge)"
    • NCHRP Synthesis 234, Transportation Research Board, Washington, D.C
    • Briaud, J., James, R. W., and Hoffman, S. B. (1997). "Settlement of bridge approaches (the bump at the end of the bridge)." NCHRP Synthesis 234, Transportation Research Board, Washington, D.C.
    • (1997)
    • Briaud, J.1    James, R.W.2    Hoffman, S.B.3
  • 2
    • 0037276736 scopus 로고    scopus 로고
    • "Track structure modeling with NUCARS™ and its validation"
    • Elkins, J., Brickle, B., Wilson, N., Sint S., and Wu, H. (2002). "Track structure modeling with NUCARS™ and its validation." Veh. Syst. Dyn., 37, 420-431.
    • (2002) Veh. Syst. Dyn. , vol.37 , pp. 420-431
    • Elkins, J.1    Brickle, B.2    Wilson, N.3    Sint, S.4    Wu, H.5
  • 3
    • 27744454315 scopus 로고
    • "The vertical dynamic response of a rail vehicle caused by track stiffness variations along the track"
    • International Association for Vechicle System Dynamics, Praha, Czech Republic
    • Frohling, R. D., Sheffel, H., and Ebersohn, W. (1995). "The vertical dynamic response of a rail vehicle caused by track stiffness variations along the track." Proc., 14th IAVSD Symp., International Association for Vechicle System Dynamics, Praha, Czech Republic.
    • (1995) Proc., 14th IAVSD Symp.
    • Frohling, R.D.1    Sheffel, H.2    Ebersohn, W.3
  • 4
    • 27744543223 scopus 로고    scopus 로고
    • "The use, design, and control of bridge approach slabs"
    • Hoppe, E. J. (2001). "The use, design, and control of bridge approach slabs." Routes and Roads, 312, 24-33.
    • (2001) Routes and Roads , vol.312 , pp. 24-33
    • Hoppe, E.J.1
  • 5
    • 0031080657 scopus 로고    scopus 로고
    • "Settlement of railway track near bridge abutments"
    • Hunt, H. (1997). "Settlement of railway track near bridge abutments." Proc. Inst. Civ. Eng., Transp., 123(1), 68-73.
    • (1997) Proc. Inst. Civ. Eng., Transp. , vol.123 , Issue.1 , pp. 68-73
    • Hunt, H.1
  • 6
  • 7
    • 0006838228 scopus 로고
    • "Track transition problems and remedies"
    • Bulletin 742, American Railway Engineering Association, Landover, Md
    • Kerr, A. D., and Moroney, B. E. (1993). "Track transition problems and remedies." Bulletin 742, American Railway Engineering Association, Landover, Md., 267-298.
    • (1993) , pp. 267-298
    • Kerr, A.D.1    Moroney, B.E.2
  • 8
    • 0033701628 scopus 로고    scopus 로고
    • "Deformations and remedies for soft railroad subgrade subjected to heavy axle loads"
    • ASCE, Reston, Va
    • Li, D. (2000). "Deformations and remedies for soft railroad subgrade subjected to heavy axle loads." Advances in transportation and geoenvironmental systems using geosynthetics, ASCE, Reston, Va., 307-321.
    • (2000) Advances in Transportation and Geoenvironmental Systems Using Geosynthetics , pp. 307-321
    • Li, D.1
  • 9
    • 0141668645 scopus 로고
    • "Railway track granular layer thickness design based on subgrade performance under repeated loading"
    • PhD thesis, Dept. of Civil Engineering, University of Massachusetts, Amherst, Mass
    • Li, D. (1994). "Railway track granular layer thickness design based on subgrade performance under repeated loading." PhD thesis, Dept. of Civil Engineering, University of Massachusetts, Amherst, Mass.
    • (1994)
    • Li, D.1
  • 10
    • 9144242179 scopus 로고    scopus 로고
    • "Development and implementation of a continuous vertical track-support testing technique"
    • Transportation Research Board, Washington, D.C
    • Li, D., Thompson, R., Marquez, P., and Kalay, S. (2004). "Development and implementation of a continuous vertical track-support testing technique." Transportation Research Record 1863, Transportation Research Board, Washington, D.C., 68-73.
    • (2004) Transportation Research Record 1863 , pp. 68-73
    • Li, D.1    Thompson, R.2    Marquez, P.3    Kalay, S.4
  • 11
    • 27744607291 scopus 로고
    • "Treating transition zones on the NEC"
    • February
    • Mitchell, B. (1995). "Treating transition zones on the NEC." Railw. Track Struct., February, 16.
    • (1995) Railw. Track Struct. , pp. 16
    • Mitchell, B.1
  • 14
    • 27744568056 scopus 로고    scopus 로고
    • "Heavy haul asphalt underlayment trackbeds: Pressure, deflection, materials, properties measurements"
    • ECS Publications, Edinburgh, U.K
    • Rose, J., Walker, L. A., and Li, D. (2002). "Heavy haul asphalt underlayment trackbeds: Pressure, deflection, materials, properties measurements." Proc. Railway Engineering (CD-ROM), ECS Publications, Edinburgh, U.K.
    • (2002) Proc. Railway Engineering (CD-ROM)
    • Rose, J.1    Walker, A.2    Li, D.3
  • 15
    • 0028753880 scopus 로고
    • "Track modulus: Its meaning and factors influencing it"
    • Transportation Research Board, Washington, D.C
    • Selig, E. T., and Li, D. (1994). "Track modulus: Its meaning and factors influencing it." Transportation Research Record 1470, Transportation Research Board, Washington, D.C., 17-25.
    • (1994) Transportation Research Record 1470 , pp. 17-25
    • Selig, E.T.1    Li, D.2
  • 18
    • 27744557052 scopus 로고    scopus 로고
    • "Effect of track stiffness transition between approach and bridge and perturbation-generated loads in this region"
    • Internal TTCI Rep. Transportation Technology Center, Inc., Pueblo, Colo
    • Singh, S. (2003). "Effect of track stiffness transition between approach and bridge and perturbation-generated loads in this region." Internal TTCI Rep. Transportation Technology Center, Inc., Pueblo, Colo.
    • (2003)
    • Singh, S.1
  • 20
    • 0041917134 scopus 로고    scopus 로고
    • "Transitions eliminate impact at crossing"
    • August
    • Zarembski, A. M., and Palese, J. (2003). "Transitions eliminate impact at crossing." Railw. Track Struct., August, 28-30.
    • (2003) Railw. Track Struct. , pp. 28-30
    • Zarembski, A.M.1    Palese, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.