Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
The unacceptable nonlinear force on subsoil results in unallowable settlement, deformation and failure of soil foundation. The simulation of dynamic force propagation in saturated sand has been done by several researchers. The dynamic force induces pore water pressure and causes dynamic liquefacti...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Electronic Journal of Geotechnical Engineering
2014
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf |