A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading

Author:

Abdelkrim Malek,Bonnet Guy,de Buhan Patrick

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference18 articles.

1. Guérin N. Experimental and numerical approach to the behaviour of railway ballast [in French]. PhD thesis, ENPC, Paris; 1996.

2. Bodin V. Analysis of the global response of a ballast railway track under vertical and lateral loading [in French]. PhD thesis, ENPC, Paris; 2001.

3. The analysis of cyclically loaded creeping structures fort short cycle times;Ponter;Int. J. Solids Structures,1976

4. Application of the homogenization method to the calculation of marine foundations subjected to periodic loads;Shahrour;NUMOG IV, Swansea,1992

5. Calculation of marine foundations subjected to repeated loads by means of the homogenization method;Shahrour;Computers and Geotechnics,1995

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