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Volumn , Issue , 2005, Pages 303-308

Centrifuge modelling of suction piles in clay

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL DESIGN METHOD; ANCHOR PILES; CENTRIFUGE MODELLING; CENTRIFUGE TESTS; DESIGN PRACTICE; ENVIRONMENTAL LOADS; EXPERIMENTAL DATA; EXPERIMENTAL PROGRAM; EXXON MOBIL; GEOTECHNICAL CENTRIFUGES; LABORATORY TEST; LOADING CONDITION; MODEL TESTS; NORMALLY CONSOLIDATED CLAY; NUMERICAL MODELS; PILE INSTALLATION; PILE PENETRATION; PILE-SOIL; SAND LAYER; SCALING RELATIONS; SELF-WEIGHT; SOIL PARAMETERS; SPACE LIMITATIONS; SUCTION PILE; TEST PROGRAM;

EID: 33746029277     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (19)

References (4)
  • 4
    • 0042660835 scopus 로고    scopus 로고
    • Shear strength along outside wall of suction anchor in clay after installation
    • Kyushu, Japan, May
    • Andersen K. H. & Jostad H. P. 2002. Shear strength along outside wall of suction anchor in clay after installation, Proc. XII ISOPE Conference, Kyushu, Japan, May.
    • (2002) Proc. XII ISOPE Conference
    • Andersen, K.H.1    Jostad, H.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.