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Volumn 44, Issue 6, 2004, Pages 101-110

Pore water pressure response around pile and its effects on P-Y behavior during soil liquefaction

Author keywords

(P y behavior); Liquefaction; Pile; Pore water pressure; Shaking table test; Soil density (IGC: D7 E8 E12)

Indexed keywords

COMPACTION; PILES; SAND; SHEAR STRESS; SOIL LIQUEFACTION; WATER;

EID: 24744469182     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.6_101     Document Type: Article
Times cited : (68)

References (9)
  • 6
    • 84964484100 scopus 로고    scopus 로고
    • Evaluation of lateral subgrade reaction of pile during soil liquefaction based on large shaking table tests
    • in Japanese
    • Tokimatsu, K., Suzuki, H., Suzuki, Y. and Fujii, S. (2002): Evaluation of lateral subgrade reaction of pile during soil liquefaction based on large shaking table tests, J. Structural and Construction Engineering, AIJ, 553, 57-64 (in Japanese).
    • (2002) J. Structural and Construction Engineering, AIJ , vol.553 , pp. 57-64
    • Tokimatsu, K.1    Suzuki, H.2    Suzuki, Y.3    Fujii, S.4
  • 8
    • 24344451512 scopus 로고
    • Correlation between N-value and cone index
    • in Japanese
    • Yamada, K., Kamao, S., Yoshino, H. and Masuda, Y. (1992): Correlation between N-value and cone index, Tsuchi-to-Kiso, JGS, 40 (8), 5-10 (in Japanese).
    • (1992) Tsuchi-to-kiso, JGS , vol.40 , Issue.8 , pp. 5-10
    • Yamada, K.1    Kamao, S.2    Yoshino, H.3    Masuda, Y.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.