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MODELING THE PERFORMANCE OF THE MOLIKPAQ (1994)
A nonlinear two dimensional monotonic and cyclic undrained finite element analysis is carried out to investigate the stability of the Molikpaq offshore structrure at the Amauligak I-65 site in the Canadian Beaufort Sea
Reference:
"Canadian Geotechnical Journal, Vol. 31, No. 5,
pp. 649 - 660"
"Canadian Geotechnical Journal, Vol. 31, No. 5,
pp. 649 - 660"
Organization:
University of Ottawa
Canada
University of Ottawa
Canada
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