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Volumn 20, Issue 1-2, 1998, Pages 83-94

Failure envelopes for caisson foundations in calcareous sediments

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; FOUNDATIONS; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRAIN HARDENING; TENSILE TESTING; UNDERWATER SOILS;

EID: 0032004152     PISSN: 01411187     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-1187(98)00008-X     Document Type: Article
Times cited : (37)

References (22)
  • 3
    • 84960390231 scopus 로고
    • Geotechnical aspects of bucket foundations replacing piles for the Europipe 16/11-E jacket
    • Houston, Paper OTC 7379
    • [3] Tjelta TI. Geotechnical aspects of bucket foundations replacing piles for the Europipe 16/11-E jacket. In: Proceedings of the 26th Annual Offshore Technology Conference, Houston, Paper OTC 7379, 1994, pp. 73-81.
    • (1994) Proceedings of the 26th Annual Offshore Technology Conference , pp. 73-81
    • Tjelta, T.I.1
  • 5
    • 0000525660 scopus 로고
    • Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I: Purely cohesive soil
    • [5] Salencon J, Pecker A. Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part I: Purely cohesive soil. European Journal of Mechanics, A Solids 1995;14(3):349-375.
    • (1995) European Journal of Mechanics, A Solids , vol.14 , Issue.3 , pp. 349-375
    • Salencon, J.1    Pecker, A.2
  • 9
    • 84975757940 scopus 로고
    • A complete three-dimensional failure envelope for shallow footings on sand
    • [9] Butterfield R, Gottardi G. A complete three-dimensional failure envelope for shallow footings on sand. Geotechnique 1994;44(1):181-188.
    • (1994) Geotechnique , vol.44 , Issue.1 , pp. 181-188
    • Butterfield, R.1    Gottardi, G.2
  • 14
    • 85040498971 scopus 로고
    • The development of a transducer to measure the effective soil stresses and the pore water pressure acting on the surface of a driven, steel pile
    • Cambridge University Engineering Department
    • [14] Maddocks DV. The development of a transducer to measure the effective soil stresses and the pore water pressure acting on the surface of a driven, steel pile. CUED/D - Soils TR113, Cambridge University Engineering Department, 1981.
    • (1981) CUED/D - Soils TR113
    • Maddocks, D.V.1
  • 15
    • 0028667283 scopus 로고
    • T-Bar penetration testing in soft clay
    • [15] Stewart DP, Randolph MF. T-Bar penetration testing in soft clay. J. Geot. Eng. Div. ASCE 1994;120(12):2230-2235.
    • (1994) J. Geot. Eng. Div. ASCE , vol.120 , Issue.12 , pp. 2230-2235
    • Stewart, D.P.1    Randolph, M.F.2
  • 19
    • 0029513863 scopus 로고
    • Bearing capacity of circular foundations on soft clay of strength increasing with depth
    • [19] Tani K, Craig WH. Bearing capacity of circular foundations on soft clay of strength increasing with depth. Soils and Foundations 1995;35(4):21-35.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 21-35
    • Tani, K.1    Craig, W.H.2
  • 21
    • 0022774018 scopus 로고
    • An upper bound calculation on bearing capacity of a circular footing on a non-homogeneous clay
    • [21] Kusakabe O, Hiroyuki S, Nakase A. An upper bound calculation on bearing capacity of a circular footing on a non-homogeneous clay. Soils and Foundations 1986;26(3):143-148.
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 143-148
    • Kusakabe, O.1    Hiroyuki, S.2    Nakase, A.3
  • 22
    • 0010354471 scopus 로고    scopus 로고
    • Determining strength of calcareous sediments in a geotechnical centrifuge
    • Melbourne, Feb.
    • [22] Watson PG. Determining strength of calcareous sediments in a geotechnical centrifuge. In: Third Young Geotechnical Professionals Conference, Melbourne, Feb. 1998.
    • (1998) Third Young Geotechnical Professionals Conference
    • Watson, P.G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.