Snap-Back Testing for Estimation of Nonlinear Behaviour of Shallow and Pile Foundations

We are working on the development of methods for analysing the earthquake response of foundations that make use of Soil-Foundation-Structure- Interaction (SFSI) as a means of incorporating nonlinear soil deformation effects and nonlinear geometrical effects into the earthquake resistant design of fo...

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Bibliographic Details
Main Authors: M.J., Pender, T.B, Algie, N.M, Sa’don, R.P, Orense
Format: Proceeding
Language:English
Published: Universiti Malaysia Sarawak, UNIMAS 2011
Subjects:
Online Access:http://ir.unimas.my/id/eprint/2761/1/M.J.%20Pender.pdf
http://ir.unimas.my/id/eprint/2761/
http://www.nzsee.org.nz/db/2011/200.pdf
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