Experimental Analysis of a Different Folded Footing Angle Profiles

Abstract

Structures supported on foundation are subjected to earthquakes depending on different seismic zones. Earthquakes produce seismic excitation and due to this a dynamic load is applied on structural foundation, Footings may be classified as deep or shallow. On the off chance that profundity of the balance is equivalent to or more prominent than its width. In our examination, trial examination was performed and the model was created by projecting of trapezoidal balance. In order to verify the present experimental model, the compressive strength and failure load with different sieve sizes and folded angle of footing, thus it was observed that 0.75mm of sand sieve size with an angle of 30 degree gives higher value of compressive strength and higher stability in failure load at the constant load of 400KN the maximum load bearing capacity is observed on 30 degree folded angle of footing is 140KN, Natural frequency of this footing enhances higher compared to another configurations of footing, the experimental values are validated from mathematical formulation by regression analysis, Hence 0.1048 significance is observed with 10.91% of error with experimental and mathematical model.