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Volumn 57, Issue 2, 2007, Pages 197-205

Pore water pressure and horizontal stress changes measured during construction of a contiguous bored pile multi-propped retaining wall in Lower Cretaceous clays

Author keywords

Case history; Clays; Field instrumentation; Retaining walls

Indexed keywords

CLAY; GEOTECHNICAL ENGINEERING; GROUNDWATER; PRESSURE EFFECTS; RETAINING WALLS; STRUCTURAL DESIGN;

EID: 33947156223     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2007.57.2.197     Document Type: Article
Times cited : (23)

References (13)
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    • Clayton, C.R.I.1    Xu, M.2    Bloodworth, A.G.3
  • 3
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    • Highways Agency (2000). Design Manual for Roads and Bridges. Part 2: Design of Embedded Retaining Walls and Bridge Abutments, BD42/00 London: HMSO.
    • Highways Agency (2000). Design Manual for Roads and Bridges. Part 2: Design of Embedded Retaining Walls and Bridge Abutments, BD42/00 London: HMSO.
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    • The Lower Greensand in the Mid-Kent and Ashford contract sectors of the Channel Tunnel Rail Link construction works
    • CR/00/19. Keyworth: British Geological Survey
    • Humpage, A. J. & Booth, K. A. (2000). The Lower Greensand in the Mid-Kent and Ashford contract sectors of the Channel Tunnel Rail Link construction works, British Geological Survey Commercial Report CR/00/19. Keyworth: British Geological Survey.
    • (2000) British Geological Survey Commercial Report
    • Humpage, A.J.1    Booth, K.A.2
  • 7
    • 33745971802 scopus 로고    scopus 로고
    • Installation effects of a bored pile wall in overconsolidated clay
    • Richards, D. J., Clark, J. & Powrie, W. (2006). Installation effects of a bored pile wall in overconsolidated clay. Géotechnique 56, No. 6, 411-425.
    • (2006) Géotechnique , vol.56 , Issue.6 , pp. 411-425
    • Richards, D.J.1    Clark, J.2    Powrie, W.3
  • 10
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    • Design collaboration speeds Ashford Tunnels
    • Roscoe, H. & Twine, D. (2001). Design collaboration speeds Ashford Tunnels. World Tunnelling 14, No. 5, 32-69.
    • (2001) World Tunnelling , vol.14 , Issue.5 , pp. 32-69
    • Roscoe, H.1    Twine, D.2
  • 11
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    • Guidelines for cone penetration test: Performance and design
    • Report FHWA-TS-78-209. Washington, DC: US Department of Transport, Federal Highways Administration, Offices of Research and Development
    • Schmertmann, J. H. (1978). Guidelines for cone penetration test: Performance and design, Report FHWA-TS-78-209. Washington, DC: US Department of Transport, Federal Highways Administration, Offices of Research and Development.
    • (1978)
    • Schmertmann, J.H.1
  • 12
    • 0000796043 scopus 로고
    • The Quaternary history of the Lower Greensand Escarpment and Weald Clay Vale near Sevenoaks, Kent
    • Skempton, A. W. & Weeks, A. G. (1976). The Quaternary history of the Lower Greensand Escarpment and Weald Clay Vale near Sevenoaks, Kent. Phil. Trans. R. Soc. Ser. A. 283, 493-526.
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    • Skempton, A.W.1    Weeks, A.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.