Nonlinear behaviour of soils in earthquake
The main objective of this thesis has been to research the non-linear dynamic behaviour of fluid saturated porous media based on the Biot's formulation. Amongst several numerical methods the irreducible compressible form, and the irreducible incompressible (penalty) form are applied for this pu...
| Main Author: | |
|---|---|
| Published: |
Swansea University
1983
|
| Subjects: | |
| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.543910 |