PSI Module - Analytical model for foundation

Hello friends,

Could you please tell me what type of analytical model has been used to solve for foundation response in PSI module? It has been mentioned in the manual that "The program uses a finite difference solution to solve the pile model which is represented by a beam column on a nonlinear elastic foundation". Please let me know the name of the analytical model used along with the relevant equations. Thank you for your help.

Best Regards,

Ishwarya

 

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