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Volumn 117, Issue 2, 1991, Pages 272-296

Performance of axially loaded pipe piles in sand

Author keywords

[No Author keywords available]

Indexed keywords

LOADS (FORCES;

EID: 0026108880     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1991)117:2(272)     Document Type: Article
Times cited : (102)

References (64)
  • 3
    • 0022674149 scopus 로고
    • The strength and dilantancy of sands
    • London, England
    • Bolton, M. D. (1986). "The strength and dilantancy of sands." Geotechnique, London, England, 36(1), 65-78.
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 4
    • 0018683333 scopus 로고
    • Analysis of load tests on instrumented steel test piles in compressible silty soils
    • ASTM, Philadelphia, Pa.
    • Bozozuk, M., Keenan, G. H., and Pheeney, P. E. (1979). "Analysis of load tests on instrumented steel test piles in compressible silty soils." Behavior of Deep Foundations, ASTM STP 670,ASTM, Philadelphia, Pa., 153-180.
    • (1979) Behavior of Deep Foundations, ASTM STP 670 , pp. 153-180
    • Bozozuk, M.1    Keenan, G.H.2    Pheeney, P.E.3
  • 8
    • 0344692069 scopus 로고
    • Uplift capacity of buried model piles in sand
    • ASCE
    • Das, B. M., and Seeley, G. R. (1975). "Uplift capacity of buried model piles in sand." J. Geotech. Engrg. Div., ASCE, 101(10), 1091-1094.
    • (1975) J. Geotech. Engrg. Div , vol.101 , Issue.10 , pp. 1091-1094
    • Das, B.M.1    Seeley, G.R.2
  • 9
    • 0017533155 scopus 로고
    • Pullout resistance of rough rigid piles in granular soils
    • Das, B. M., Seeley, G. R., and Pfeifle, T. W. (1977). "Pullout resistance of rough rigid piles in granular soils." Soils Found., 17(3), 12-11.
    • (1977) Soils Found , vol.17 , Issue.3 , pp. 11-12
    • Das, B.M.1    Seeley, G.R.2    Pfeifle, T.W.3
  • 10
    • 85058973230 scopus 로고
    • An appraisal of the existing practice of determining the axial load capacity of deep penetration piles in calcareous sands
    • Datta, M., Gulhati, S. K., and Rao, G. V. (1980). "An appraisal of the existing practice of determining the axial load capacity of deep penetration piles in calcareous sands." Proc. 12th Annual Offshore Tech. Conf, May, 119-125.
    • (1980) Proc. 12Th Annual Offshore Tech. Conf , pp. 119-125
    • Datta, M.1    Gulhati, S.K.2    Rao, G.V.3
  • 12
    • 84937753680 scopus 로고
    • Panel discussion, session 3, deep foundations
    • National Science Foundation and Department of Civil Engineering, Duke University
    • De Beer, E. E. (1967). "Panel discussion, session 3, deep foundations." Proc. Bearing Capacity and Settlement of Foundations, National Science Foundation and Department of Civil Engineering, Duke University, 115-119.
    • (1967) Proc. Bearing Capacity and Settlement of Foundations , pp. 115-119
    • De Beer, E.E.1
  • 13
    • 56349137512 scopus 로고
    • Field tests on piles in sand
    • Tokyo, Japan
    • "Field tests on piles in sand." (1971). Soils Found., Tokyo, Japan, 11(2), 29-49.
    • (1971) Soils Found , vol.11 , Issue.2 , pp. 29-49
  • 14
    • 84937753681 scopus 로고
    • "Piling engineering. Surrey University Press, Glasgow, Scotland
    • Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. (1985). "Piling engineering. Surrey University Press, Glasgow, Scotland, 95-180.
    • (1985) , pp. 95-180
    • Fleming, W.1    Weltman, A.J.2    Randolph, M.F.3    Elson, W.K.4
  • 15
    • 0000565968 scopus 로고
    • The behavior of long piles under compressive loads in sand
    • Hanna, T. H., and Tan, R. H. S. (1973). "The behavior of long piles under compressive loads in sand." Can. Geotech. J., 10(3), 311-340.
    • (1973) Can. Geotech. J , vol.10 , Issue.3 , pp. 311-340
    • Hanna, T.H.1    Tan, R.2
  • 17
    • 85059222410 scopus 로고
    • The effects of residual driving stresses on pile performance under axial loads
    • Holloway, D. M., Clough, G. W., and Vesic, A. S. (1978). "The effects of residual driving stresses on pile performance under axial loads." Proc. 10th Annual Offshore Tech. Conf, 4, 2225-2236.
    • (1978) Proc. 10Th Annual Offshore Tech. Conf , vol.4 , pp. 2225-2236
    • Holloway, D.M.1    Clough, G.W.2    Vesic, A.S.3
  • 18
    • 0038224153 scopus 로고
    • Foundations profondes en milieu sableux: Variation de la force portante limite en fonction de la densite, de la profondeur, du diametre et de la vitesse d'enfoncement
    • International Society of Soil Mechanics and Foundation Enginieering, (in French)
    • Kerisel, J. (1961). "Foundations profondes en milieu sableux: Variation de la force portante limite en fonction de la densite, de la profondeur, du diametre et de la vitesse d'enfoncement." Proc. 5th Int. Conf. on Soil Mech. and Found. Engrg., International Society of Soil Mechanics and Foundation Enginieering, 2, 73-83 (in French).
    • (1961) Proc. 5Th Int. Conf. on Soil Mech. and Found. Engrg , vol.2 , pp. 73-83
    • Kerisel, J.1
  • 19
    • 0037548754 scopus 로고
    • Deep foundations, basic experimental facts
    • Mexican Society of Soil Mechanics
    • Kerisel, J. (1964). "Deep foundations, basic experimental facts." Proc. North American Conference on Deep Foundations, Mexican Society of Soil Mechanics, 1, 5— 44.
    • (1964) Proc. North American Conference on Deep Foundations , vol.1
    • Kerisel, J.1
  • 20
    • 80051760508 scopus 로고
    • The ultimate bearing capacity of pipe piles in sand
    • Israel Society of Soil Mechanics and Foundation Engineering
    • Kishida, H. (1967). "The ultimate bearing capacity of pipe piles in sand." Proc. 3rd Asian Regional Conf. on Soil Mech. and Found. Engrg., Israel Society of Soil Mechanics and Foundation Engineering, 1, 196-199.
    • (1967) Proc. 3Rd Asian Regional Conf. on Soil Mech. and Found. Engrg , vol.1 , pp. 196-199
    • Kishida, H.1
  • 21
    • 85007907230 scopus 로고
    • Ultimate bearing capacity of piles driven into loose sand
    • Kishida, H. (1967). "Ultimate bearing capacity of piles driven into loose sand." Soils and Found., 7(3), 20-29.
    • (1967) Soils and Found , vol.7 , Issue.3 , pp. 20-29
    • Kishida, H.1
  • 22
    • 0000200962 scopus 로고
    • Behavior of sand plugs in open-end steel pipe piles
    • International Society of Soil Mechanics and Foundation Engineering
    • Kishida, H., and Isemota, N. (1977). "Behavior of sand plugs in open-end steel pipe piles." Proc. 9th Int. Conf. on Soil Mech. and Found. Engrg., International Society of Soil Mechanics and Foundation Engineering, 1, 601-604.
    • (1977) Proc. 9Th Int. Conf. on Soil Mech. and Found. Engrg , vol.1 , pp. 601-604
    • Kishida, H.1    Isemota, N.2
  • 23
    • 0025588779 scopus 로고
    • Computing axial pile capacity in sands for offshore conditions
    • Kraft, L. M., Jr. (1991). "Computing axial pile capacity in sands for offshore conditions." Marine Geotechnol., 9(1), 61-92.
    • (1991) Marine Geotechnol , vol.9 , Issue.1 , pp. 61-92
    • Kraft, L.M.1
  • 25
    • 0018723273 scopus 로고
    • Interpretation of load tests on high-capacity driven piles
    • ASTM, Philadelphia, Pa.
    • Leonards, G. A., and Ldvell, D. (1979). "Interpretation of load tests on high-capacity driven piles." Behavior of deep foundations, ASTM, STP 670, ASTM, Philadelphia, Pa., 388-415.
    • (1979) Behavior of Deep Foundations, ASTM, STP 670 , pp. 388-415
    • Leonards, G.A.1    Ldvell, D.2
  • 29
    • 0016079766 scopus 로고
    • Design of deep penetration piles for ocean structures
    • ASCE
    • McClelland, B. (1974). "Design of deep penetration piles for ocean structures." J. Geotech. Engrg. Div., ASCE, 100(7), 709-745.
    • (1974) J. Geotech. Engrg. Div , vol.100 , Issue.7 , pp. 709-745
    • McClelland, B.1
  • 31
    • 0016928323 scopus 로고
    • Bearing capacity and settlement of pile foundations
    • ASCE
    • Meyerhof, G. G. (1976). "Bearing capacity and settlement of pile foundations." J. Geotech. Engrg. Div., ASCE, 102(3), 197-228.
    • (1976) J.Geotech. Engrg. Div , vol.102 , Issue.3 , pp. 197-228
    • Meyerhof, G.G.1
  • 32
    • 0020767139 scopus 로고
    • Scale effects of ultimate pile capacity
    • Meyerhof, G. G. (1983). Scale effects of ultimate pile capacity, J. Geotech. Engrg. Div., ASCE, 109(6), 797-806.
    • (1983) J. Geotech. Engrg. Div , vol.109 , Issue.6 , pp. 797-806
    • Meyerhof, G.G.1
  • 33
    • 0021644964 scopus 로고
    • Time-dependent strength gain in freshly deposited or densified sand
    • ASCE
    • Mitchell, J. K., and Solymar, Z. V. (1984). "Time-dependent strength gain in freshly deposited or densified sand." J. Geotech. Engrg. Div., ASCE, 110(11), 1559-1576.
    • (1984) J. Geotech. Engrg. Div , vol.110 , Issue.11 , pp. 1559-1576
    • Mitchell, J.K.1    Solymar, Z.V.2
  • 34
    • 0021452001 scopus 로고
    • Cone penetration characteristics and its correlation to static and cyclic deformation-strength behaviors of anisotropic sand
    • Miura, S., Toki, S., and Tanizawa, F. (1984). "Cone penetration characteristics and its correlation to static and cyclic deformation-strength behaviors of anisotropic sand." Soils Found., 24(2), 58-74.
    • (1984) Soils Found , vol.24 , Issue.2 , pp. 58-74
    • Miura, S.1    Toki, S.2    Tanizawa, F.3
  • 35
    • 0020598791 scopus 로고
    • Model tests of piles in calcareous sands
    • ASCE, Ed. by S. G. Wright, The University of Texas at Austin
    • Nauroy, J. F., and Le Tirant, P. (1983). "Model tests of piles in calcareous sands." Proceedings, Geotechnical Practice in Offshore Engineering, ASCE, Ed. by S. G. Wright, The University of Texas at Austin, pp. 356-369.
    • (1983) Proceedings, Geotechnical Practice in Offshore Engineering , pp. 356-369
    • Nauroy, J.F.1    Le Tirant, P.2
  • 36
    • 0025200232 scopus 로고
    • "Bearing Capacity of Expanded-Base Piles in Sand
    • ASCE
    • Neely, W. J. (1990). "Bearing Capacity of Expanded-Base Piles in Sand, J. Geotech. Engrg. Div., ASCE, 116(1), pp. 73-87.
    • (1990) J. Geotech. Engrg. Div , vol.116 , Issue.1 , pp. 73-87
    • Neely, W.J.1
  • 37
    • 0020975039 scopus 로고
    • Three-Dimensional Behavior of Sand with Anisotropic Fabric
    • ASCE
    • Ochiai, H., and Lade, P. V. (1983). Three-Dimensional Behavior of Sand with Anisotropic Fabric, J. Geotech. Engrg. Div., ASCE, 109(10), pp. 1313-1328.
    • (1983) J. Geotech. Engrg. Div , vol.109 , Issue.10 , pp. 1313-1328
    • Ochiai, H.1    Lade, P.V.2
  • 38
    • 84996360032 scopus 로고
    • Initial Fabrics and Their Relations to Mechanical Properties of Granular Material
    • Oda, M. (1972). Initial Fabrics and Their Relations to Mechanical Properties of Granular Material, Soils Found., 12(1), 17-36.
    • (1972) Soils Found , vol.12 , Issue.1 , pp. 17-36
    • Oda, M.1
  • 39
    • 0003977397 scopus 로고
    • On stress-dilantancy relations of sand in simple shear test
    • Oda, M. (1975). "On stress-dilantancy relations of sand in simple shear test." Soils Found., 15(2), 18-29.
    • (1975) Soils Found , vol.15 , Issue.2 , pp. 18-29
    • Oda, M.1
  • 40
    • 0002632693 scopus 로고
    • The mechanism of fabric changes during compressional deformation of sand
    • Oda, M. (1972). "The mechanism of fabric changes during compressional deformation of sand." Soils Found., 12(2), 1-19.
    • (1972) Soils Found , vol.12 , Issue.2 , pp. 1-19
    • Oda, M.1
  • 41
    • 0040870325 scopus 로고
    • Anisotropic fabric of sands
    • International Society of Soil Mechanics and Foundation Engineerinig
    • Oda, M., and Koishikawa, I. (1977). "Anisotropic fabric of sands." Proc. 9th Int. Conf. on Soil Mech. and Found. Engrg., International Society of Soil Mechanics and Foundation Engineerinig, 1, 235-238.
    • (1977) Proc. 9Th Int. Conf. on Soil Mech. and Found. Engrg , vol.1 , pp. 235-238
    • Oda, M.1    Koishikawa, I.2
  • 42
    • 0002815881 scopus 로고
    • Rotation of principal stresses in granular material during simple shear
    • Oda, M., and Konishi, J. (1974). "Rotation of principal stresses in granular material during simple shear." Soils Found., 14(4), 39-53.
    • (1974) Soils Found , vol.14 , Issue.4 , pp. 39-53
    • Oda, M.1    Konishi, J.2
  • 43
    • 84937753682 scopus 로고
    • Comparison of measured axial load capacities of steel pipe piles in sand with capacities calculated using the 1986 API recommended practice (RP2A)
    • American Petroleum Institute, Mar
    • Olson, R. E. (1988). "Comparison of measured axial load capacities of steel pipe piles in sand with capacities calculated using the 1986 API recommended practice (RP2A)." Final Report, Project PRAC 86-29A, American Petroleum Institute, Mar.
    • (1988) Final Report, Project PRAC 86-29A
    • Olson, R.E.1
  • 44
    • 0020310486 scopus 로고
    • Load transfer mechanisms in piles and pile groups
    • ASCE
    • O'Neill, M. W., Hawkins, R. A., and Maher, L. J. (1982). "Load transfer mechanisms in piles and pile groups." J. Geotech. Engrg. Div., ASCE, 108(12), 1605-1623.
    • (1982) J. Geotech. Engrg. Div , vol.108 , Issue.12 , pp. 1605-1623
    • O'neill, M.W.1    Hawkins, R.A.2    Maher, L.J.3
  • 45
    • 0020258906 scopus 로고
    • Boundary effects in the laboratory calibration of a cone penetrometer for sand
    • Netherlands National Society for Soil Mechanics and Foundation Engrg., May
    • Parkin, A. K., and Lunne, T. (1982). "Boundary effects in the laboratory calibration of a cone penetrometer for sand." Proc. 2nd European Symp. on Penetration Testing, Netherlands National Society for Soil Mechanics and Foundation Engrg., May, 761-768.
    • (1982) Proc. 2Nd European Symp. on Penetration Testing , pp. 761-768
    • Parkin, A.K.1    Lunne, T.2
  • 46
    • 85024179016 scopus 로고
    • Skin friction between various soils and construction materials
    • Potyondy, J. G. (1961). "Skin friction between various soils and construction materials." Geotechnique, 11(4), 339-353.
    • (1961) Geotechnique , vol.11 , Issue.4 , pp. 339-353
    • Potyondy, J.G.1
  • 48
    • 0018059180 scopus 로고
    • Analysis of deformation of vertically loaded piles
    • ASCE
    • Randolph, M. F., and Wroth, C. P. (1978). "Analysis of deformation of vertically loaded piles." J. Geotech. Engrg. Div., ASCE, 104(12), 1465-1488.
    • (1978) J. Geotech. Engrg. Div , vol.104 , Issue.12 , pp. 1465-1488
    • Randolph, M.F.1    Wroth, C.P.2
  • 49
    • 0019539262 scopus 로고
    • Application of the failure state in un-drained simple shear to the shaft capacity of driven piles
    • Randolph, M. F., and Wroth, C. P. (1981). "Application of the failure state in un-drained simple shear to the shaft capacity of driven piles." Geotechnique, 31(1), 143-157.
    • (1981) Geotechnique , vol.31 , Issue.1 , pp. 143-157
    • Randolph, M.F.1    Wroth, C.P.2
  • 51
    • 0002280260 scopus 로고
    • Sand displacement and compaction around model friction piles
    • Robinsky, E. I., and Morrison, C. F. (1964). "Sand displacement and compaction around model friction piles." Can. Geotech. J., 1(2), 81-93.
    • (1964) Can. Geotech. J , vol.1 , Issue.2 , pp. 81-93
    • Robinsky, E.I.1    Morrison, C.F.2
  • 52
    • 0001143575 scopus 로고
    • Principal axes observed during simple shear of a sand
    • Roscoe, K. H., Bassett, R. H., and Cole, E. R. L. (1967). "Principal axes observed during simple shear of a sand." Proc. Geotech. Conf., 231-237.
    • (1967) Proc. Geotech. Conf , pp. 231-237
    • Roscoe, K.H.1    Bassett, R.H.2    Cole, E.3
  • 53
    • 0020303077 scopus 로고
    • Cone penetration tests in dry sand
    • Netherlands National Society for Soil Mechanics and Foundation Engineering, May
    • Smits, F. P. (1982). "Cone penetration tests in dry sand." Proc. 2nd European Symp. on Penetration Testing, Netherlands National Society for Soil Mechanics and Foundation Engineering, May, 877-881.
    • (1982) Proc. 2Nd European Symp. on Penetration Testing , pp. 877-881
    • Smits, F.P.1
  • 54
    • 84937753683 scopus 로고
    • thesis, presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Master of Science
    • Stevens, R. F. (1974). "The applicability of wave equation analysis to offshore pile driving problems," thesis, presented to Duke University, at Durham, N.C., in partial fulfillment of the requirements for the degree of Master of Science.
    • (1974) The applicability of wave equation analysis to offshore pile driving problems
    • Stevens, R.F.1
  • 55
    • 0345554241 scopus 로고
    • Long piles under tensile loads in sands
    • Tan, R. H. S., and Hanna, T. H. (1974). "Long piles under tensile loads in sands." Geotech. Engrg., 5(2), 109-124.
    • (1974) Geotech. Engrg , vol.5 , Issue.2 , pp. 109-124
    • Tan, R.1    Hanna, T.H.2
  • 56
    • 0004017895 scopus 로고
    • Load tests results on friction piles in sand
    • Tavenas, F. A. (1971). "Load tests results on friction piles in sand." Can. Geotech. J., 8(1), 7-22.
    • (1971) Can. Geotech. J , vol.8 , Issue.1 , pp. 7-22
    • Tavenas, F.A.1
  • 57
    • 0001959550 scopus 로고
    • Limitations of the driving formulas for predicting the bearing capacities of piles in sand
    • Tavenas, F., and Audy, R. (1972). "Limitations of the driving formulas for predicting the bearing capacities of piles in sand." Can. Geotech. J., 9(1), 47—62.
    • (1972) Can. Geotech. J , vol.9 , Issue.1 , pp. 47-62
    • Tavenas, F.1    Audy, R.2
  • 59
    • 84880165826 scopus 로고    scopus 로고
    • S. (1964). "Investigations of bearing capacity of piles in sand." Proc. North American Conf. on Deep Found.
    • Vesic, A. S. (1964). "Investigations of bearing capacity of piles in sand." Proc. North American Conf. on Deep Found., Mexican Society of Soil Mechanics, 1, 197-224.
    • Mexican Society of Soil Mechanics , vol.1 , pp. 197-224
    • Vesic, A.1
  • 60
    • 0037638591 scopus 로고
    • A study of bearing capacity of deep foundations
    • Georgia Inst, of Tech., Atlanta, Ga
    • Vesic, A. S. (1967). "A study of bearing capacity of deep foundations." Final Report, Project B-189, Georgia Inst, of Tech., Atlanta, Ga.
    • (1967) Final Report, Project B-189
    • Vesic, A.S.1
  • 61
    • 0001180456 scopus 로고
    • Tests on instrumented piles, Ogeechee River site
    • ASCE
    • Vesic, A. S. (1970). "Tests on instrumented piles, Ogeechee River site." J. Soil Mech. and Found. Engrg. Div., ASCE, 96(2), 561-584.
    • (1970) J. Soil Mech. and Found. Engrg. Div , vol.96 , Issue.2 , pp. 561-584
    • Vesic, A.S.1
  • 62
    • 0003460531 scopus 로고
    • Design of pile foundations, national cooperative highway research program
    • Transportation Research Board, Washington, D.C
    • Vesic, A. S. (1977). "Design of pile foundations, national cooperative highway research program." Synthesis of Highway Practice No. 42, Transportation Research Board, Washington, D.C.
    • (1977) Synthesis of Highway Practice No. 42
    • Vesic, A.S.1
  • 63
    • 0002056079 scopus 로고
    • Phenomenological study of model piles in sand
    • Yazdanbod, A., O'Neill, M. W., and Auroa, R. P. (1984). "Phenomenological study of model piles in sand." Geotech. Test. J., 7(3), 135-144.
    • (1984) Geotech. Test. J , vol.7 , Issue.3 , pp. 135-144
    • Yazdanbod, A.1    O'neill, M.W.2    Auroa, R.P.3
  • 64
    • 0000056429 scopus 로고
    • Friction between sand and metal surface
    • International Society of Soil Mechanics and Foundation Engineering
    • Yoshimi, Y., and Kishida, T. (1981). "Friction between sand and metal surface." Proc. 10th Int. Conf. on Soil Mech. and Found. Engrg., International Society of Soil Mechanics and Foundation Engineering, 1, 831-834.
    • (1981) Proc. 10Th Int. Conf. on Soil Mech. and Found. Engrg , vol.1 , pp. 831-834
    • Yoshimi, Y.1    Kishida, T.2


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