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Volumn 21, Issue 10, 1997, Pages 687-719

Deformation analysis of shallow penetration in clay

Author keywords

Deformation analysis; Penetration of clay; Shallow strain path method (SSPM)

Indexed keywords

CAISSONS; COMPUTATIONAL COMPLEXITY; DEFORMATION; PILES; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRAIN RATE;

EID: 0031259389     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199710)21:10<687::AID-NAG897>3.0.CO;2-3     Document Type: Article
Times cited : (64)

References (11)
  • 1
    • 0022128491 scopus 로고
    • Strain path method
    • M. M. Baligh, 'Strain path method', J. Geotech. Eng. ASCE, 111, 1108-1136 (1985).
    • (1985) J. Geotech. Eng. ASCE , vol.111 , pp. 1108-1136
    • Baligh, M.M.1
  • 2
    • 0023406881 scopus 로고
    • Analysis of undrained soil deformation due to ground loss
    • C. Sagaseta, 'Analysis of undrained soil deformation due to ground loss', Géotechnique, 37, 301-320 (1987).
    • (1987) Géotechnique , vol.37 , pp. 301-320
    • Sagaseta, C.1
  • 3
    • 0003400409 scopus 로고
    • Pore pressure dissipation after cone penetration
    • Dept. Civil Eng., MIT, Cambridge, MA
    • M. M. Baligh and J.-N. Levadoux, 'Pore pressure dissipation after cone penetration', Res. Report R80-11, Dept. Civil Eng., MIT, Cambridge, MA, 1980.
    • (1980) Res. Report R80-11
    • Baligh, M.M.1    Levadoux, J.-N.2
  • 5
    • 0003432670 scopus 로고
    • Interpretation of in-situ tests in cohesive soils using rational methods
    • Dept. Civil Eng., MIT, Cambridge, MA
    • A. J. Whittle, C. P. Aubeny, A. Rafalovich, C. C. Ladd and M. M. Baligh, 'Interpretation of in-situ tests in cohesive soils using rational methods', Res. Report R91-01, Dept. Civil Eng., MIT, Cambridge, MA, 1991.
    • (1991) Res. Report R91-01
    • Whittle, A.J.1    Aubeny, C.P.2    Rafalovich, A.3    Ladd, C.C.4    Baligh, M.M.5
  • 7
    • 0025839081 scopus 로고
    • Ground movements associated with pipe installation and tunnelling
    • Florence, Italy
    • C. D. F. Rogers and M. P. O'Reilly, 'Ground movements associated with pipe installation and tunnelling', Proc. 10th E.C.S.M.F.E., Florence, Italy, vol. 2, 1991, pp. 907-910.
    • (1991) Proc. 10th E.C.S.M.F.E. , vol.2 , pp. 907-910
    • Rogers, C.D.F.1    O'Reilly, M.P.2
  • 9
    • 0002372728 scopus 로고
    • A theoretical study of pile heave
    • Y. K. Chow and C. I. Teh, 'A theoretical study of pile heave', Géotechnique, 40, 1-14 (1990).
    • (1990) Géotechnique , vol.40 , pp. 1-14
    • Chow, Y.K.1    Teh, C.I.2
  • 10
    • 0022915640 scopus 로고
    • Undrained deep penetration: II. Pore pressures
    • M. M. Baligh, 'Undrained deep penetration: II. Pore pressures', Géotechnique, 36, 487-501 (1986).
    • (1986) Géotechnique , vol.36 , pp. 487-501
    • Baligh, M.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.