Name
Title | ||
|---|---|---|
A new numerical approach to the design of foundation piles in laterally spreading liquefied soils |
Abstract | ||
|---|---|---|
In this contribution, a general numerical scheme is proposed aimed at simulating the lateral spreading of a liquefied soil mass, modelled as a viscoplastic Bingham medium, along with evaluating its impact on neighbouring structures by calculating the lateral loading exerted by the liquefied ground. An illustrative application of this approach implemented in a finite element code using the decomposition-coordination method by augmented Lagrangian is also presented. |
Year | DOI | Venue |
|---|---|---|
2009 | 10.1504/IJCAT.2009.022702 | IJCAT |
Keywords | Field | DocType |
illustrative application,neighbouring structure,general numerical scheme,augmented lagrangian,soil mass,new numerical approach,decomposition-coordination method,finite element code,foundation pile,viscoplastic bingham medium,lateral loading,finite element method,structural analysis,liquefaction,fem,viscoplasticity,numerical analysis | Geotechnical engineering,Shock (mechanics),Bingham plastic,Viscoplasticity,Finite element method,Augmented Lagrangian method,Engineering,Numerical analysis,Structural load,Soil mechanics,Structural engineering | Journal |
Volume | Issue | ISSN |
34 | 1 | 0952-8091 |
Citations | PageRank | References |
1 | 0.44 | 0 |
Authors | ||
3 | ||
Name | Order | Citations | PageRank |
|---|---|---|---|
| Sami Montassar | 1 | 1 | 0.44 |
| Patrick De Buhan | 2 | 1 | 0.44 |
| Alain Pecker | 3 | 1 | 0.44 |