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Research Paper | Civil Engineering | Volume 6 Issue 4, April 2017 | Pages: 125 - 129 | Iraq
Evaluating the Behavior of Ring Footing on Two-Layered Soil Subjected to Inclined Load
Abstract: Evaluating the behavior of a ring foundation resting on multi-layered soil is one of the important issues facing civil engineers. Many researchers have studied the behavior of ring foundation rests on multi-layered soil with vertical loads acting on the foundation. In real life ring foundation can be subjected to both vertical and horizontal loads at the same time due to wind or the presence of soil. In this research, the behavior of ring footing subjected to inclined load has been studied using PLAXIS software. Furthermore, the effect of multi-layered soil has been simulated in the model. The results showed that both vertical and horizontal stresses are mainly affected when the inclination angle of the load exceeded 45 degrees with a reduction of (40-80) % when they compared to those with an inclination angle of 0 degrees. Furthermore, the bending moment and shear forces within the footing were affected by the ratio of inner diameter to the outer diameter and by the inclination angle of the load.
Keywords: Ring Footing, Two-Layered soil, Load inclination, PLAXIS software
How to Cite?: Rana M. Al-Khaddar, Omar K. Al-Kubaisi, "Evaluating the Behavior of Ring Footing on Two-Layered Soil Subjected to Inclined Load", Volume 6 Issue 4, April 2017, International Journal of Science and Research (IJSR), Pages: 125-129, https://www.ijsr.net/getabstract.php?paperid=ART20171995, DOI: https://dx.doi.org/10.21275/ART20171995