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Volumn , Issue 88, 1999, Pages 180-195

Accuracy of methods for predicting axial capacity of deep foundations

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EID: 8844226722     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (24)

References (23)
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  • 4
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  • 7
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    • Innovations in Foundation Construction, Soil Mech. Div., Ill Section, ASCE, Chicago
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    • Davisson, M.T.1
  • 8
    • 0002427447 scopus 로고
    • Empirical Formula for Predicting Pile Bearing Capacity
    • March
    • Gates, M. "Empirical Formula For Predicting Pile Bearing Capacity," Civil Engineering, Vol. 27, No.3, March 1957:65-66.
    • (1957) Civil Engineering , vol.27 , Issue.3 , pp. 65-66
    • Gates, M.1
  • 9
    • 0003415014 scopus 로고
    • U.S. Department of Transportation, Federal Highway Administration, Implementation Division, McLean, Va.
    • Goble, G. G. and F. Rausche, "Wave Equation Analysis of Pile Driving - WEAP86 Program," U.S. Department of Transportation, Federal Highway Administration, Implementation Division, McLean, Va., Volumes I-IV. 1986.
    • (1986) Wave Equation Analysis of Pile Driving - WEAP86 Program , vol.1 IV
    • Goble, G.G.1    Rausche, F.2
  • 12
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    • Drilled shafts - A database approach
    • Northwestern Univ., Evanston, IL.
    • Long, J.H. and Shimel, S. (1989), "Drilled shafts - a database approach," Proceedings, ASCE Foundation Engineering Congress, Northwestern Univ., Evanston, IL. v. 2, pp. 1091-1108.
    • (1989) Proceedings, ASCE Foundation Engineering Congress , vol.2 , pp. 1091-1108
    • Long, J.H.1    Shimel, S.2
  • 13
    • 8844234938 scopus 로고    scopus 로고
    • Measured Time Effects for Axial Capacity of Driven Piling
    • January, Washington, D.C.
    • Long, J.H., J. Kerrigan, and D. Bozkurt (1999), "Measured Time Effects for Axial Capacity of Driven Piling," proceedings of 1999 TRB, January, Washington, D.C.
    • (1999) Proceedings of 1999 TRB
    • Long, J.H.1    Kerrigan, J.2    Bozkurt, D.3
  • 14
    • 0016928323 scopus 로고
    • Bearing capacity and settlement of pile foundations
    • ASCE
    • Meyerhof, G.G. (1976), "Bearing capacity and settlement of pile foundations," Journal of Geotechnical Engineering, ASCE, v. 102, pp. 197-228.
    • (1976) Journal of Geotechnical Engineering , vol.102 , pp. 197-228
    • Meyerhof, G.G.1
  • 19
    • 0002441801 scopus 로고
    • The adhesion of piles driven in clay soils
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    • Tomlinson, M.J. (1957), "The adhesion of piles driven in clay soils," Proceedings, 4th ICSMFE, London, v. 2, pp. 66-71.
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    • Tomlinson, M.J.1
  • 20
    • 0014550133 scopus 로고
    • Comparison of Pile Load Test-Skin Friction Values and Laboratory Strength Tests
    • Aug. 1969
    • Watt, W.G., Kurfurst, P.J., and Z.P. Zehman (1969), "Comparison of Pile Load Test-Skin Friction Values and Laboratory Strength Tests," Canadian Geotechnical Journal, Vol. 6, No. 3, Aug. 1969, pp. 339-352.
    • (1969) Canadian Geotechnical Journal , vol.6 , Issue.3 , pp. 339-352
    • Watt, W.G.1    Kurfurst, P.J.2    Zehman, Z.P.3
  • 21
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    • Discussion of "The Iron Wharf at Fort Monroe, Va
    • by J. B. Duncklee, Paper No. 543, Aug.
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    • An investigation of Shaft and Base Resistance of Large Bored Piles in London Clay
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    • Whitaker, T. and R.W. Cooke (1966), "An investigation of Shaft and Base Resistance of Large Bored Piles in London Clay," Proceedings, Symposium on Large Bored Piles, ICE, London, Feb., pp. 7-49.
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    • Whitaker, T.1    Cooke, R.W.2
  • 23
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    • Ph.D. Thesis, Univ. of Illinois Urbana-Champaign (in preparation)
    • Wysockey, M.H. (1999), "The axial capacity of drilled shafts," Ph.D. Thesis, Univ. of Illinois Urbana-Champaign (in preparation).
    • (1999) The Axial Capacity of Drilled Shafts
    • Wysockey, M.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.