Your single point of reference for all your Geotechnical Inquiries
No reviews have been submitted for this Publication so far.
You must be registered in order to submit a review.
You must be registered in order to submit a review.
Share this Information:
|
|
|
COMPUTATIONAL MODELING OF NONLINEAR SOIL-STRUCTUREINTERACTION ON PARALLEL COMPUTERS (2004)
In this paper, a single pile embedded in mildly inclined, liquefiable soil deposit is analyzed under dynamic base shaking conditions.
Reference:
"13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 530"
"13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 530"
Organization:
University of California, San Diego, La Jolla, USA
University of California, San Diego, La Jolla, USA
User Rating:
You must be registered to vote.
