Open Access Open Access  Restricted Access Subscription Access

Performance of Square Footing Subjected to Eccentric-Inclined Load


Affiliations
1 Department of Civil Engineering, Government College of Engineering, Amravati, Maharashtra, India
 

The study aims to evaluate the effects of eccentricity, inclination of load along with eccentric-inclined load on performance of square footing resting over sand. The laboratory load tests were conducted on the model footing with eccentric load and/or inclined load. The eccentricity ratio (e/B) and inclination angle (α) varied from 0 to 0.2 and 0° to 30° respectively. The results shows that the bearing capacity decreases with increase in the load eccentricity and load inclination.

Keywords

Sand, Square Footing, Eccentric, Inclined and Eccentric-Inclined Load.
User
Notifications
Font Size

Abstract Views: 170

PDF Views: 0




  • Performance of Square Footing Subjected to Eccentric-Inclined Load

Abstract Views: 170  |  PDF Views: 0

Authors

S. S. Pusadkar
Department of Civil Engineering, Government College of Engineering, Amravati, Maharashtra, India
Y. S. Navkar
Department of Civil Engineering, Government College of Engineering, Amravati, Maharashtra, India

Abstract


The study aims to evaluate the effects of eccentricity, inclination of load along with eccentric-inclined load on performance of square footing resting over sand. The laboratory load tests were conducted on the model footing with eccentric load and/or inclined load. The eccentricity ratio (e/B) and inclination angle (α) varied from 0 to 0.2 and 0° to 30° respectively. The results shows that the bearing capacity decreases with increase in the load eccentricity and load inclination.

Keywords


Sand, Square Footing, Eccentric, Inclined and Eccentric-Inclined Load.