Modelling of liquefaction-induced instability in pile

Geotechnical Special Publication

Volumn , Issue 145, 2006, Pages 255-267

  Knappett, Jonathan A ^a   Gopal Madabhushi, S P ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STABILITY;

P-Y ANALYSIS; PILE GEOMETRY; SEISMIC LIQUEFACTION;

SEISMOLOGY;

EID: 29244455302     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

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9. Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: design equations and curves." J. of Soil Mech. And Found. Div., ASCE, 98(7), 667-692.
10. Hoadley, P. J. (1974). "Pile stability part 2 - non-elastic soil." Proc. Conf. on Analysis and Design in Geotechnical Engineering, ASCE, N. Y., 245-267.
11. Madabhushi, S. P. G., Schofield, A. N., and Lesley, S. (1998). "A new stored angular momentum earthquake actuator." Proc., Centrifuge '98, T. Kimura, O. Kusakabe and J. Takemura, eds., Balkema, Rotterdam, 111-116.
12. Maheetharan, A. (1990). "Modelling the seismic response of piles and pile groups." PhD Thesis, University of Cambridge, UK.
13. Schofield, A.N. (1981). "Dynamic and earthquake geotechnical centrifuge modelling." Proc. Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, S. Prakash ed., St. Louis, USA, 3, 1081-1100.