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Volumn 125, Issue 7, 1999, Pages 576-582

Assessment of dynamic stability of foundations on saturated sandy soils

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; PHASE TRANSITIONS; SEISMIC WAVES; SOIL LIQUEFACTION; SOIL TESTING; STABILITY; VISCOSITY;

EID: 0032806056     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:7(576)     Document Type: Article
Times cited : (11)

References (14)
  • 2
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    • Biot, M. A. (1941). "General theory of three-dimensional consolidation." J. Appl. Phys., 12, 155-164.
    • (1941) J. Appl. Phys. , vol.12 , pp. 155-164
    • Biot, M.A.1
  • 3
    • 77956725039 scopus 로고
    • Theory of propagation of elastic waves in a fluid-saturated porous solid
    • Biot, M. A. (1956). "Theory of propagation of elastic waves in a fluid-saturated porous solid." J. Acoustic Soc. Am., 28, 168-191.
    • (1956) J. Acoustic Soc. Am. , vol.28 , pp. 168-191
    • Biot, M.A.1
  • 4
    • 0028667973 scopus 로고
    • Evaluation of soil liquefaction by energy principles
    • ASCE
    • Figueroa, J. L., Sandra, A. S., Liang, L., and Dahisaria, N. M. (1994). "Evaluation of soil liquefaction by energy principles." J. Geotech. Engrg., ASCE, 120, 1554-1569.
    • (1994) J. Geotech. Engrg. , vol.120 , pp. 1554-1569
    • Figueroa, J.L.1    Sandra, A.S.2    Liang, L.3    Dahisaria, N.M.4
  • 5
    • 0038234452 scopus 로고
    • Modified theory of viscoplasticity: Application to advanced flow and instability phenomena
    • Perzyna, P. (1980). "Modified theory of viscoplasticity: Application to advanced flow and instability phenomena." Archives of Mech., 32, 403-420.
    • (1980) Archives of Mech. , vol.32 , pp. 403-420
    • Perzyna, P.1
  • 6
    • 0028175427 scopus 로고
    • A continuum theory of granular media partially saturated with a viscous fluid
    • Pietruszczak, S. (1994). "A continuum theory of granular media partially saturated with a viscous fluid." Int. J. for Numer. and Analytical Methods in Geomech., 18, 93-105.
    • (1994) Int. J. for Numer. and Analytical Methods in Geomech. , vol.18 , pp. 93-105
    • Pietruszczak, S.1
  • 8
    • 0027789760 scopus 로고
    • Centrifuge validation of a numerical model for dynamic soil liquefaction
    • Popescu, R., and Prevost, J. H. (1993). "Centrifuge validation of a numerical model for dynamic soil liquefaction." Soil Dyn. and Earthquake Engrg., 12, 73-90.
    • (1993) Soil Dyn. and Earthquake Engrg. , vol.12 , pp. 73-90
    • Popescu, R.1    Prevost, J.H.2
  • 10
    • 0000035174 scopus 로고
    • Finite element analysis of seepage in elastoplastic media
    • ASCE
    • Sandhu, R. S., and Wilson, E. L. (1969). "Finite element analysis of seepage in elastoplastic media." J. Engrg. Mech. Div., ASCE, 95, 641-652.
    • (1969) J. Engrg. Mech. Div. , vol.95 , pp. 641-652
    • Sandhu, R.S.1    Wilson, E.L.2
  • 12
    • 0025659037 scopus 로고
    • Static and dynamic behaviour of soils: A rational approach to quantitative solutions. I: Fully saturated problems
    • Royal Society of London
    • Zienkiewicz, O. C., Chan, A. H. C., Pastor, M., Paul, D. K., and Shiomi, T. (1990). "Static and dynamic behaviour of soils: A rational approach to quantitative solutions. I: Fully saturated problems." Proc., Royal Soc. London, A429, Royal Society of London, 285-309.
    • (1990) Proc., Royal Soc. London , vol.A429 , pp. 285-309
    • Zienkiewicz, O.C.1    Chan, A.H.C.2    Pastor, M.3    Paul, D.K.4    Shiomi, T.5
  • 13
    • 0019229736 scopus 로고
    • Drained, undrained, consolidation and dynamic behaviour assumptions in soils
    • Zienkiewicz, O. C., Chang, C. T., and Bettes, P. (1980). "Drained, undrained, consolidation and dynamic behaviour assumptions in soils." Geotechnique, 30, 385-395.
    • (1980) Geotechnique , vol.30 , pp. 385-395
    • Zienkiewicz, O.C.1    Chang, C.T.2    Bettes, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.