The methods of Pauw and Balakrishna Rao are based on ___________ assumptions.
(a) Equation of motion
(b) Linear spring theory
(c) Participation of soil in the vibration
(d) Barken’s method
I got this question by my school teacher while I was bunking the class.
My doubt stems from Dynamic Analysis of Block Foundations topic in portion Machine Foundations of Geotechnical Engineering II