메뉴 건너뛰기




Volumn 44, Issue 3, 1994, Pages 427-448

Design of driven piles in sand

Author keywords

bearing capacity; design; failure; piles; sands; silts

Indexed keywords

BEARING CAPACITY; DATABASE SYSTEMS; ESTIMATION; FAILURE (MECHANICAL); LOAD TESTING; MATHEMATICAL MODELS; SAND; SILT; STRUCTURAL DESIGN;

EID: 0028667480     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1994.44.3.427     Document Type: Article
Times cited : (286)

References (43)
  • 4
    • 0022736743 scopus 로고
    • The cone penetration test in sands: I, state parameter interpretation.
    • Been, K., Crooks, J. H. A., Becker, D. E. & Jefferies, M. G. (1986). The cone penetration test in sands: I, state parameter interpretation. Géotechnique 36, No. 2, 239-249.
    • (1986) Géotechnique , vol.36 , Issue.2 , pp. 239-249
    • Been, K.1    Crooks, J.H.A.2    Becker, D.E.3    Jefferies, M.G.4
  • 5
    • 0023406916 scopus 로고
    • The cone penetration test in sands: II, general inference of state.
    • Been, K., Crooks, J. H. A., Becker, D. E. & Jefferies, M. G. (1987). The cone penetration test in sands: II, general inference of state. Géotechnique 37, No. 3, 285-299.
    • (1987) Géotechnique , vol.37 , Issue.3 , pp. 285-299
    • Been, K.1    Crooks, J.H.A.2    Becker, D.E.3    Jefferies, M.G.4
  • 7
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands.
    • Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 8
    • 0001109932 scopus 로고
    • Discussion on The strength and dilatancy of sands.
    • Bolton, M. D. (1987). Discussion on The strength and dilatancy of sands. Géotechnique 37, No. 2, 219-226.
    • (1987) Géotechnique , vol.37 , Issue.2 , pp. 219-226
    • Bolton, M.D.1
  • 12
    • 0000102315 scopus 로고
    • Cavity expansion in cohesive frictional soils.
    • Carter, J. P., Booker, J. R. & Yeung, S. K. (1986). Cavity expansion in cohesive frictional soils. Géotechnique 36, No. 3, 349-353.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 349-353
    • Carter, J.P.1    Booker, J.R.2    Yeung, S.K.3
  • 13
  • 15
    • 0018308983 scopus 로고
    • Pile foundations for large North Sea structures.
    • De Ruiter, J. & Beringen, F. L. (1979). Pile foundations for large North Sea structures. Marine Geotechnol. 3, No. 3, 267-314.
    • (1979) Marine Geotechnol. , vol.3 , Issue.3 , pp. 267-314
    • De Ruiter, J.1    Beringen, F.L.2
  • 16
    • 0019717679 scopus 로고
    • Soil classification using electric cone penetrometer.
    • New York: American Society of Civil Engineers.
    • Douglas, B. J. & Olsen, R. S. (1981). Soil classification using electric cone penetrometer. Proc. Conf. on Cone penetration testing and experience, pp. 209-227. New York: American Society of Civil Engineers.
    • (1981) Proc. Conf. on Cone penetration testing and experience , pp. 209-227
    • Douglas, B.J.1    Olsen, R.S.2
  • 18
  • 20
    • 0021623914 scopus 로고
    • Compression load test on concrete piles in aluminium.
    • New York: American Society of Civil Engineers.
    • Gurtowski, T. M. & Wu, M. J. (1984). Compression load test on concrete piles in aluminium. Analysis and design of pile foundations, pp. 138-153. New York: American Society of Civil Engineers.
    • (1984) Analysis and design of pile foundations , pp. 138-153
    • Gurtowski, T.M.1    Wu, M.J.2
  • 21
    • 0000565968 scopus 로고
    • The behaviour of long piles under compression loads in sand.
    • Hanna, T. H. & Tan, R. H. S. (1973). The behaviour of long piles under compression loads in sand. Can. Geotech. J. 10, No. 3, 311-340.
    • (1973) Can. Geotech. J. , vol.10 , Issue.3 , pp. 311-340
    • Hanna, T.H.1    Tan, R.H.S.2
  • 22
    • 0019007248 scopus 로고
    • Predicting pile driveability: Heather as an illustration of the friction fatigue theory.
    • Apr.
    • Heerema, E. P. (1980). Predicting pile driveability: Heather as an illustration of the friction fatigue theory. Ground Enqng 13, Apr., 15-37.
    • (1980) Ground Enqng , vol.13 , pp. 15-37
    • Heerema, E.P.1
  • 25
    • 0024165574 scopus 로고
    • Calibration chamber tests of a cone penetrometer in sand.
    • Houlsby, G. T. & Hitchman, R. (1988). Calibration chamber tests of a cone penetrometer in sand. Géotechnique 38, No. 1, 39-44.
    • (1988) Géotechnique , vol.38 , Issue.1 , pp. 39-44
    • Houlsby, G.T.1    Hitchman, R.2
  • 27
    • 0023306775 scopus 로고
    • Tests of the interface between sand and steel in the simple shear apparatus.
    • Kishida, H. & Uesugi, M. (1987). Tests of the interface between sand and steel in the simple shear apparatus. Géotechnique 37, No. 1, 45-52.
    • (1987) Géotechnique , vol.37 , Issue.1 , pp. 45-52
    • Kishida, H.1    Uesugi, M.2
  • 28
    • 0025588779 scopus 로고
    • Computing axial pile capacity in sands for offshore conditions.
    • Kraft, L. M. (1990). Computing axial pile capacity in sands for offshore conditions. Marine Geotechnol. 9, 61-92.
    • (1990) Marine Geotechnol. , vol.9 , pp. 61-92
    • Kraft, L.M.1
  • 29
    • 0021576676 scopus 로고
    • Limiting tip and side resistance: fact or fallacy?
    • New York: American Society of Civil Engineers.
    • Kulhawy, F. H. (1984). Limiting tip and side resistance: fact or fallacy? Analysis and design of pile foundations, pp. 80-98. New York: American Society of Civil Engineers.
    • (1984) Analysis and design of pile foundations , pp. 80-98
    • Kulhawy, F.H.1
  • 32
    • 0004002963 scopus 로고
    • Pile tests, low-sill structure, Old River, Louisiana.
    • Mansur, C. I. & Kaufman, R. I. (1956). Pile tests, low-sill structure, Old River, Louisiana. Trans. Am. Soc. Civ. Engrs 123, 715-743.
    • (1956) Trans. Am. Soc. Civ. Engrs , vol.123 , pp. 715-743
    • Mansur, C.I.1    Kaufman, R.I.2
  • 34
    • 0025200232 scopus 로고
    • Bearing capacity of expanded-base piles in sand.
    • Neely, W. J. (1990). Bearing capacity of expanded-base piles in sand. J. Geotech. Engng Div. Am. Soc. Civ. Engrs 116, GT1, 73-87.
    • (1990) J. Geotech. Engng Div. Am. Soc. Civ. Engrs , vol.116 , Issue.GT1 , pp. 73-87
    • Neely, W.J.1
  • 38
    • 33745584563 scopus 로고
    • An appraisal of API RP2A recommendations for determining skin friction of piles in sand.
    • OTC 6422
    • Toolan, F. E., Lings, M. L. & Mirza, U. A. (1990). An appraisal of API RP2A recommendations for determining skin friction of piles in sand. Proc. 22nd Offshore Technol. Conf, Houston, OTC 6422, 33-42.
    • (1990) Proc. 22nd Offshore Technol. Conf, Houston , pp. 33-42
    • Toolan, F.E.1    Lings, M.L.2    Mirza, U.A.3
  • 41
    • 3042766034 scopus 로고
    • Bearing capacity of shallow foundation.
    • New York: Van Nostrand.
    • Vésic, A. S. (1975). Bearing capacity of shallow foundation. In Handbook of foundation engineering. New York: Van Nostrand.
    • (1975) Handbook of foundation engineering.
    • Vésic, A.S.1
  • 42
    • 0024863411 scopus 로고
    • Interpretation of instrumented driven steel pipe piles.
    • New York: American Society of Civil Engineers.
    • Yen, T.-L., Lin, H. & Chin, C.-T. (1989). Interpretation of instrumented driven steel pipe piles. Foundation engineering: current principles and practices, vol. 2, pp. 1293-1309. New York: American Society of Civil Engineers.
    • (1989) Foundation engineering: current principles and practices , vol.2 , pp. 1293-1309
    • Yen, T.-L.1    Lin, H.2    Chin, C.-T.3
  • 43
    • 0025920579 scopus 로고
    • Finite cavity expansion in dilatant soils: loading analysis.
    • Yu, H. S. & Houlsby, G. T. (1991). Finite cavity expansion in dilatant soils: loading analysis. Géotechnique 41, No. 2, 173-183.
    • (1991) Géotechnique , vol.41 , Issue.2 , pp. 173-183
    • Yu, H.S.1    Houlsby, G.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.