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Volumn 125, Issue 2, 1999, Pages 122-131

Load deformation analysis of bored piles in residual weathered formation

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; LOAD TESTING; SETTLEMENT OF STRUCTURES; WEATHERING;

EID: 0033081218     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:2(122)     Document Type: Article
Times cited : (28)

References (15)
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    • Chan, S. F. (1975). "An experimental study of behaviour of endbearing cast-in-situ piles." Proc., 4th Southeast Asia Conf. on Soil Engrg., Kuala Lumpur, Malaysia.
    • (1975) Proc., 4th Southeast Asia Conf. on Soil Engrg.
    • Chan, S.F.1
  • 3
    • 0025920128 scopus 로고
    • Design of bored piles in residual soils based on field-performance data
    • Ottawa
    • Chang, M. F., and Broms, B. B. (1991). "Design of bored piles in residual soils based on field-performance data." Can. Geotech. J., Ottawa, 28, 200-209.
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  • 4
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    • Design of bored piles considering load transfer
    • Bangkok, Thailand
    • Chang, M. F., and Goh, A. T. C. (1989). "Design of bored piles considering load transfer." Geotech. Engrg., Bangkok, Thailand, 20, 1-18.
    • (1989) Geotech. Engrg. , vol.20 , pp. 1-18
    • Chang, M.F.1    Goh, A.T.C.2
  • 5
    • 33847506854 scopus 로고
    • Foundation for Capital Square, Phase 1, Kuala Lumpur
    • Bangkok, Thailand
    • Chiu, H. K., and Perumalswamy, R. (1987). "Foundation for Capital Square, Phase 1, Kuala Lumpur." Proc., 9th Southeast Asian Geotech. Conf., Bangkok, Thailand, 2, 177-194.
    • (1987) Proc., 9th Southeast Asian Geotech. Conf. , vol.2 , pp. 177-194
    • Chiu, H.K.1    Perumalswamy, R.2
  • 6
    • 0002269428 scopus 로고
    • Load transfer for axially loaded piles in clay
    • ASCE
    • Coyle, H. M., and Reese, L. C. (1966). "Load transfer for axially loaded piles in clay." Soil Mech. and Found. Div., ASCE, 92(2), 1-26.
    • (1966) Soil Mech. and Found. Div. , vol.92 , Issue.2 , pp. 1-26
    • Coyle, H.M.1    Reese, L.C.2
  • 8
    • 0004368921 scopus 로고
    • Shaft resistance of rocksocketed drilled piers
    • ASCE National Convention, Atlanta
    • Horvath, R. G., and Kenney, T. C. (1979). "Shaft resistance of rocksocketed drilled piers." Proc., Int. Symp. on Deep Foundations, ASCE National Convention, Atlanta, 182-214.
    • (1979) Proc., Int. Symp. on Deep Foundations , pp. 182-214
    • Horvath, R.G.1    Kenney, T.C.2
  • 9
    • 0024684532 scopus 로고
    • Load transfer behavior of rock-socketed piles
    • ASCE, New York
    • Radhakrishnan, R., and Leung, C. F. (1989). "Load transfer behavior of rock-socketed piles." J. Geotech. Engrg., ASCE, New York, 115(6), 755-768.
    • (1989) J. Geotech. Engrg. , vol.115 , Issue.6 , pp. 755-768
    • Radhakrishnan, R.1    Leung, C.F.2
  • 11
    • 0023295536 scopus 로고
    • A design method for drilled piers in soft rock
    • Ottawa
    • Rowe, R. K., and Armitage, H. H. (1987). "A design method for drilled piers in soft rock." Can. Geotech. J., Ottawa, 24, 126-142.
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    • Rowe, R.K.1    Armitage, H.H.2
  • 12
    • 0013588548 scopus 로고
    • The standard penetration test in insensitive clays and soft rock
    • Stockholm
    • Stroud, M. A. (1974). "The standard penetration test in insensitive clays and soft rock." Proc., 1st European Seminar on Penetration Testing, Stockholm, 2(2), 366-375.
    • (1974) Proc., 1st European Seminar on Penetration Testing , vol.2 , Issue.2 , pp. 366-375
    • Stroud, M.A.1
  • 14
    • 0017629891 scopus 로고
    • Load-settlement characteristics of piles
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    • Vijayvergiya, V. N. (1977). "Load-settlement characteristics of piles." Proc., Port '77 Conf., Long Beach, Calif., 269-284.
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    • Vijayvergiya, V.N.1
  • 15
    • 0019637422 scopus 로고
    • Side resistance rock sockets in sandstone, mudstone and shale
    • Ottawa
    • Williams, A. F., and Pells, P. J. N. (1981). "Side resistance rock sockets in sandstone, mudstone and shale." Can. Geotech. J., Ottawa, 18(4), 502-513.
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    • Williams, A.F.1    Pells, P.J.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.