메뉴 건너뛰기




Volumn 120, Issue 1, 1994, Pages 225-244

Effects Of Cyclic Lateral Loads On Piles In Sand

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADING; LATERAL LOAD; LATERAL LOADING; PILE; PILES; SAND; SANDS;

EID: 0028183944     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1994)120:1(225)     Document Type: Article
Times cited : (190)

References (34)
  • 1
    • 85169786750 scopus 로고
    • Lateral load tests on instrumented timber piles
    • American Society for Testing and Materials
    • Alizadeh, M. (1969). “Lateral load tests on instrumented timber piles.” Performance of deep foundations, ASTM STP 444, American Society for Testing and Materials, 379–394.
    • (1969) Performance of deep foundations, ASTM STP , vol.444 , pp. 379-394
    • Alizadeh, M.1
  • 2
    • 0000868354 scopus 로고
    • Lateral load test on piles—Arkansas River project
    • Alizadeh, M., and Davisson, M. T. (1970). “Lateral load test on piles—Arkansas River project.” J. Soil Mech. and Found. Engrg. Div., 96(5), 1583–1604.
    • (1970) J. Soil Mech. and Found. Engrg. Div. , vol.96 , Issue.5 , pp. 1583-1604
    • Alizadeh, M.1    Davisson, M.T.2
  • 5
    • 0002595363 scopus 로고
    • Lateral resistance of piles in cohesionless soils
    • Broms, B. (1964). “Lateral resistance of piles in cohesionless soils.”J. Soil Mech. and Found. Engrg., ASCE, 90(3), 123–156.
    • (1964) J. Soil Mech. and Found. Engrg., ASCE , vol.90 , Issue.3 , pp. 123-156
    • Broms, B.1
  • 6
    • 0024092252 scopus 로고
    • Drained permanent deformation of sand due to cyclic loading
    • Chang, C. S., and Whitman, R. V. (1988). “Drained permanent deformation of sand due to cyclic loading.” J. Geotech. Engrg. Div., ASCE, 114(10), 1164–1180.
    • (1988) J. Geotech. Engrg. Div., ASCE , vol.114 , Issue.10 , pp. 1164-1180
    • Chang, C.S.1    Whitman, R.V.2
  • 7
    • 0014905383 scopus 로고
    • Lateral load capacity of piles
    • Davisson, M. T. (1970). “Lateral load capacity of piles.” Highway Res. Record, 333, 104–112.
    • (1970) Highway Res. Record , vol.333 , pp. 104-112
    • Davisson, M.T.1
  • 10
    • 84937755945 scopus 로고
    • Lateral thrust on piles
    • U.S. Civ. Engrg. Lab., Port Hueneme, Calif., June 15
    • Heller, L. W. (1965). “Lateral thrust on piles.” Technical Report R283, U.S. Civ. Engrg. Lab., Port Hueneme, Calif., June 15.
    • (1965) Technical Report R283
    • Heller, L.W.1
  • 12
    • 0024085170 scopus 로고
    • Lateral load analysis of nonlinear piles
    • Kramer, S. L., and Heavey, E. J. (1988). “Lateral load analysis of nonlinear piles.” J. Geotech. Engrg., ASCE, 114(9), 1045–1049.
    • (1988) J. Geotech. Engrg., ASCE , vol.114 , Issue.9 , pp. 1045-1049
    • Kramer, S.L.1    Heavey, E.J.2
  • 13
    • 33644805996 scopus 로고
    • Full scale cyclic lateral load tests on six single piles in sand
    • Geotechnical Div., Texas A&M Univ., College Station, Tex.
    • Little, R. L., and Briaud, J-L. (1988). “Full scale cyclic lateral load tests on six single piles in sand.” Miscellaneous Paper GL-88-27, Geotechnical Div., Texas A&M Univ., College Station, Tex.
    • (1988) Miscellaneous Paper GL-88-27
    • Little, R.L.1    Briaud, J.-L.2
  • 16
    • 0021576129 scopus 로고
    • Testing and analysis of two offshore piles subjected to lateral loads
    • J. A. Langer, E. Mosely, and C. Thompson, eds., American Society for Testing Materials, Philadelphia, Pa.
    • Long, J. H., and Reese, L. C. (1984). “Testing and analysis of two offshore piles subjected to lateral loads.” Laterally loaded deep foundations: analysis and performance, ASTM STP 835, J. A. Langer, E. Mosely, and C. Thompson, eds., American Society for Testing Materials, Philadelphia, Pa., 214–228.
    • (1984) Laterally loaded deep foundations: Analysis and performance, ASTM STP , vol.835 , pp. 214-228
    • Long, J.H.1    Reese, L.C.2
  • 17
    • 0014891022 scopus 로고
    • Correlations for design of laterally loaded piles in soft clay
    • Houston, Texas, May
    • Matlock, H. (1974). “Correlations for design of laterally loaded piles in soft clay.” Second Annual Offshore Technology Conf., Paper No. 1204, Houston, Texas, May, 577–594.
    • (1974) Second Annual Offshore Technology Conf., Paper No. 1204 , pp. 577-594
    • Matlock, H.1
  • 19
    • 0003850032 scopus 로고
    • Analysis of single piles under lateral loading
    • Ctr. for Transp. Res., Dec.
    • Meyer, B., and Reese, L. C. (1979). “Analysis of single piles under lateral loading.” Research Report 244-1, Ctr. for Transp. Res., Dec.
    • (1979) Research Report 244-1
    • Meyer, B.1    Reese, L.C.2
  • 21
    • 0003898431 scopus 로고
    • An evaluation of p-y relationships in sands
    • University of Houston, Houston, Tex., May.
    • O'Neill, M. W., and Murchison, J. M. (1983). “An evaluation of p-y relationships in sands.” Research Report No. GT-DF02-83, University of Houston, Houston, Tex., May.
    • (1983) Research Report No. GT-DF02-83
    • O'Neill, M.W.1    Murchison, J.M.2
  • 23
    • 0020098337 scopus 로고
    • Single pile response to cyclic lateral load
    • Poulos, H. G. (1982). “Single pile response to cyclic lateral load.” J. Geotech. Engrg., ASCE, 108(3), 355–375.
    • (1982) J. Geotech. Engrg., ASCE , vol.108 , Issue.3 , pp. 355-375
    • Poulos, H.G.1
  • 25
    • 0004023050 scopus 로고
    • Handbook on design of piles and drilled shafts under lateral load
    • U.S. Dept. of Transp., Federal Highway Administration, July.
    • Reese, L. C. (1984). “Handbook on design of piles and drilled shafts under lateral load.” FHWA-IP-84-11, U.S. Dept. of Transp., Federal Highway Administration, July.
    • (1984) FHWA-IP-84-11
    • Reese, L.C.1
  • 27
    • 0004721731 scopus 로고
    • Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth
    • Reese, L. C, and Matlock, H. (1956). “Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth.” 8th Texas Conf. on Soil Mech. and Foundation Engrg., Sep. 14.
    • (1956) 8th Texas Conf. on Soil Mech. and Foundation Engrg.
    • Reese, L.C.1    Matlock, H.2
  • 28
    • 0018683697 scopus 로고
    • Horizontal subgrade reaction estimated from lateral load tests on timber piles
    • Raymond Lungren, ed., American Society for Testing Materials, Philadelphia, Pa.
    • Robinson, K. E. (1979). “Horizontal subgrade reaction estimated from lateral load tests on timber piles.” Behavior of deep foundations, ASTM STP 670, Raymond Lungren, ed., American Society for Testing Materials, Philadelphia, Pa., 520–536.
    • (1979) Behavior of deep foundations, ASTM STP , vol.670 , pp. 520-536
    • Robinson, K.E.1
  • 31
    • 84937749473 scopus 로고
    • A theoretical study of the cyclic shakedown of laterally loaded piles
    • School of Civ. and Mining Engrg., Univ. of Sydney, July.
    • Swane, I. C., and Poulos, H. G. (1982). “A theoretical study of the cyclic shakedown of laterally loaded piles.” Research Report No. R415, School of Civ. and Mining Engrg., Univ. of Sydney, July.
    • (1982) Research Report No. R415
    • Swane, I.C.1    Poulos, H.G.2
  • 33
    • 0023396639 scopus 로고
    • Review of load tests on deep foundations subjected to repeated loading
    • Electrical Power Res. Inst., Palo Alto, Calif., Aug.
    • Turner, J. P., Kulhawy, F. H., and Charlie, W. A. (1987). “Review of load tests on deep foundations subjected to repeated loading.” Report EL-5375, Electrical Power Res. Inst., Palo Alto, Calif., Aug.
    • (1987) Report EL-5375
    • Turner, J.P.1    Kulhawy, F.H.2    Charlie, W.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.