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Volumn , Issue 145, 2006, Pages 204-217

Numerical analysis of rate-dependent reaction of pile in saturated or liquefied soil

Author keywords

[No Author keywords available]

Indexed keywords

HYDRAULIC CONDUCTIVITY; MECHANICAL PERMEABILITY; NUMERICAL METHODS; PORE PRESSURE; SOIL LIQUEFACTION; STRESS ANALYSIS; STRUCTURAL LOADS;

EID: 29244460974     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (21)
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  • 5
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    • Analysis of data on plow resistance in dense, saturated, cohesionless soil
    • CR95.004, Naval Facilities Engineering Service Center, Prot Hueneme, California
    • Kutter, B. L., and Voss, T. (1995). "Analysis of data on plow resistance in dense, saturated, cohesionless soil," Contract Report. CR95.004, Naval Facilities Engineering Service Center, Prot Hueneme, California.
    • (1995) Contract Report
    • Kutter, B.L.1    Voss, T.2
  • 7
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    • FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model
    • Oka, F., Yashima, A., Shibata, T., Kato, M. and Uzuoka, R. (1994). "FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model," Applied Scientific Research, 52, 209-245.
    • (1994) Applied Scientific Research , vol.52 , pp. 209-245
    • Oka, F.1    Yashima, A.2    Shibata, T.3    Kato, M.4    Uzuoka, R.5
  • 8
    • 0032586516 scopus 로고    scopus 로고
    • A cyclic elasto-plastic constitutive model for sand considering a plastic strain dependency of the shear modulus
    • Oka, F., Yashima, A., Tateishi, A., Taguchi, Y. and Yamashita, S. (1999). "A cyclic elasto-plastic constitutive model for sand considering a plastic strain dependency of the shear modulus," Geotechnique, 49(5), 661-680.
    • (1999) Geotechnique , vol.49 , Issue.5 , pp. 661-680
    • Oka, F.1    Yashima, A.2    Tateishi, A.3    Taguchi, Y.4    Yamashita, S.5
  • 9
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    • Speed effects in cutting and ploughing
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    • Palmer, A.C.1
  • 10
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    • Sento, N., Kazama, M. and Uzuoka, R. (2004). "Experiment and idealization of the volumetric compression characteristics of clean sand after undrained cyclic shear," J. Geotechnical Engineering, JSCE, 764/III-67, 307-317. (in Japanese)
    • (2004) J. Geotechnical Engineering , vol.764 III-67 , pp. 307-317
    • Sento, N.1    Kazama, M.2    Uzuoka, R.3
  • 11
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    • Relation between subgrade reaction of pile and liquefied ground response
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    • Suzuki, Y., and Adachi, N. (2003). "Relation between subgrade reaction of pile and liquefied ground response," Proc. 38th Japan National Conf. on Geotechnical Engineering, Akita, 1945-1946. (in Japanese)
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  • 16
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    • Tokimatsu, K.1    Suzuki, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.