TY  - JOUR
T1  - Design Method of Flexible Continuous Footings on Swelling Clayey Soils
AU - , M. Baheddi AU - , M.D. Djafarov AU - , A. Charif 
JO  - Journal of Engineering and Applied Sciences
VL  - 2
IS  - 7
SP  - 1111
EP  - 1119
PY  - 2007
DA  - 2001/08/19
SN  - 1816-949x
DO  - jeasci.2007.1111.1119
UR  - https://makhillpublications.co/view-article.php?doi=jeasci.2007.1111.1119
KW  - Clay
KW  -swelling
KW  -swelling magnitude
KW  -swelling pressure
KW  -continuous foundation
AB  - This study analyses the behavior of swelling soils when they are moistened under buildings and structures. The methods and principles used currently for the design of structure foundations on swelling soils involve important problems due to non uniform deformations of these soils when subjected to the structure loads. In order to avoid the negative effects of swelling soils and to reach the desired performance on one hand and the economical results on the other hand, the special computations of the foundations stiffness and deformability must take into consideration the prevention of the swelling soils feature and in some cases preserve it. The current study was elaborated in order to design flexible continuous footings on swelling soils taking into account the water content change on one hand and the contact pressure distribution on the footing on the other hand.
ER  -