Discovery Projects - Grant ID: DP0346710

Funding Activity

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Funded Activity Summary

Upper Bound Shakedown Analysis for Geotechnical Applications. To design many geotechnical structures, engineers need to estimate the maximum load that can be sustained under cyclic conditions without causing large permanent deformations (incremental collapse). This quantity is used to deduce the allowable design load and is therefore crucial in maximising safety and minimising costs. The chief aim of this project is to develop a new method for predicting the maximum load that a structure can sustain under cyclic conditions without undergoing incremental collapse. It will be applicable to a wide range of geotechnical engineering problems including pavements, offshore foundations, compacted soils, and cyclically loaded foundations.

Funded Activity Details

Start Date: 01-01-2003

End Date: 30-06-2007

Funding Scheme: Discovery Projects

Funding Amount: $456,000.00

Funder: Australian Research Council

Research Topics

ANZSRC Field of Research (FoR)

Civil Engineering | Geotechnical Engineering |

ANZSRC Socio-Economic Objective (SEO)

Other

Other Keywords

Civil Engineering | Geotechnical Engineering | Other