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Project Details
Description
Condition based asset management of sewer systems lacks the availability of an accurate model to calculate the ultimate load bearing capacity of old sewer pipes. An advanced FEM model will be developed taking into account full soil-pipe interaction as well as the nonlinear behaviour of a sewer due to localised cracking. The model will be verified and calibrated extensively by means of large scale loading tests on old and new sewer pipes, and loading tests in a geo-centrifuge on fully embedded sewer pipe systems.
| Short title | TISCA (STW 14676) |
|---|---|
| Acronym | CASPFEM |
| Status | Finished |
| Effective start/end date | 1/06/16 → 14/04/22 |
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Experimental analysis of concrete sewer pipes: load bearing capacity and sulphuric acid attack
Luimes, R. A., Suiker, A. S. J., Bosco, E. & Clemens, F. H. L. R., 22 Oct 2019.Research output: Contribution to conference › Poster
File44 Downloads (Pure) -
Soil erosion: a coupled hydro-mechanical model: application to a sewer trench
Scheperboer, I. C., Suiker, A. S. J., Bosco, E. & Clemens, F. H. L. R., 22 Oct 2019. 1 p.Research output: Contribution to conference › Poster
Open AccessFile77 Downloads (Pure) -
Numerical soil model for analysing sewer pipe-soil interactions
Scheperboer, I. C., Suiker, A. S. J., Bosco, E. & Clemens, F. H. L. R., 23 Sept 2018, Proceedings of 11th International Conference on Urban Drainage Modelling. Mannina, G. (ed.). Palermo: Universita di Palermo, p. 889-893 5 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review
6 Downloads (Pure)