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Volumn 165, Issue 3, 2012, Pages 147-158

Influence of backfill on the capacity of masonry arch bridges

Author keywords

[No Author keywords available]

Indexed keywords

ARCH BARRELS; ASSESSMENT CODES; BRIDGE TESTS; FAILURE MECHANISM; LIMIT ANALYSIS; LIVE LOADS; MASONRY ARCH BRIDGES; PEAK LOAD; RAIL SURFACES;

EID: 84870936370     PISSN: 14784637     EISSN: 17517664     Source Type: Journal    
DOI: 10.1680/bren.11.00038     Document Type: Article
Times cited : (58)

References (23)
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    • BSI (1986) BS 8004. Section 3: Code of practice for foundations. BSI, Milton Keynes, UK.
    • (1986) Code of practice for foundations. BSI
  • 6
    • 33745117490 scopus 로고
    • Department of Scientific and Industrial Research-Building Research Station, London, UK
    • Davey N (1953) Tests on Road Bridges, Department of Scientific and Industrial Research-Building Research Station, London, UK.
    • (1953) Tests on Road Bridges
    • Davey, N.1
  • 8
    • 0012606999 scopus 로고
    • Rigid-block analysis of masonry structures
    • Gilbert M and Melbourne C (1994) Rigid-block analysis of masonry structures. The Structural Engineer. 72(21): 356-361.
    • (1994) The Structural Engineer , vol.72 , Issue.21 , pp. 356-361
    • Gilbert, M.1    Melbourne, C.2
  • 11
    • 33745142222 scopus 로고    scopus 로고
    • Some problems with arch bridge assessment and potential solutions
    • Harvey WJ (2006) Some problems with arch bridge assessment and potential solutions. The Structural Engineer 84(3): 45-50.
    • (2006) The Structural Engineer , vol.84 , Issue.3 , pp. 45-50
    • Harvey, W.J.1
  • 15
    • 33748308780 scopus 로고    scopus 로고
    • Load-carrying capacity of flooded masonry arch bridges
    • DOI 10.1680/bren.2006.159.3.97, Reportnr 14547
    • Hulet KM, Smith CC and Gilbert M (2006) Load-carrying capacity of flooded masonry arch bridges. Proceedings of the Institution of Civil Engineers-Bridge Engineering 159(3): 97-103, http://dx.doi.org/10.1680/bren.2006.159.3. 97. (Pubitemid 44330497)
    • (2006) Proceedings of the Institute of Civil Engineers: Bridge Engineering , vol.159 , Issue.3 , pp. 97-103
    • Hulet, K.M.1    Smith, C.C.2    Gibert, M.3
  • 16
    • 79959595790 scopus 로고    scopus 로고
    • LimitState ( LimitState, Sheffield, UK
    • LimitState (2009) LimitState:GEO Manual, Version 2.0. LimitState, Sheffield, UK.
    • (2009) LimitState:GEO Manual, Version 2.0
  • 19
    • 0029638349 scopus 로고
    • The behaviour of multi-ring brickwork arch bridges
    • Melbourne C and Gilbert M (1995) The behaviour of multi-ring brickwork arch bridges. The Structural Engineer 73(3): 39-47.
    • (1995) The Structural Engineer , vol.73 , Issue.3 , pp. 39-47
    • Melbourne, C.1    Gilbert, M.2
  • 20
    • 77956397124 scopus 로고    scopus 로고
    • Network Rail ( Network Rail, London, UK, Guidance Note NR/GN/CIV/025
    • Network Rail (2006) The Structural Assessment of Underbridges. Network Rail, London, UK, Guidance Note NR/GN/CIV/025
    • (2006) The Structural Assessment of Underbridges


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.