Numerical study on the performance of shell footing

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Numerical study on the performance of shell footing

This paper describes a study on the performance of shell footings using a non-linear finite element analysis with a finite element code, PLAXIS. The shell footing is found to have a better load carrying capacity compared with the conventional slab (flat) footing of similar cross sectional area. The...

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Bibliographic Details
Main Authors:	Kim Huat, Bujang, Mohammed, Thamer Ahmed, Al Raziqi, Adel Ahmad
Format:	Article
Language:	English English
Published:	Construction Research Institute of Malaysia 2008
Online Access:	http://psasir.upm.edu.my/id/eprint/15867/ http://psasir.upm.edu.my/id/eprint/15867/1/Numerical%20study%20on%20the%20performance%20of%20shell%20footing.pdf

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