Abstract:m-method is a widely used method for pile-soil interaction analysis. The main shortcoming of traditional m-method is ignoring the non-linear of soil. The actual relationship between the m and the displacement of pile (y) caused by loads is non-linear; however, it is unreasonable to used a linear curve and a fixed value of m during the calculation. Two methods for getting the m-y curve based on the p-y curve and the NL method are given. Linear spring is used and the m is dynamic modified based on the m-y curve … Show more
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