Numerical study on bearing capacity of single stone column
Jun 04 2018 where N is the bearing capacity factor Mitchell suggested a value for N of 25 to be used Based on the back calculation of field test Barksdale and Bachus found the N value to vary from 18 to 22 depending on the plasticity index and stiffness of the surrounding and Lam recommended the value of 15–18 for stone column in soft Bangkok clay.