Settlement forecast study on varying rigidity pile group
Tao He · Sichuan Building Science · 2007
Varying rigidity pile group is a new form in our country whose settlement calculating method has not been found in the code.This paper has got a method to calculate the settlement of varying rigidity piles by regression analysis on the base of test data in 5 teams.The settlement of henanfazhan building has been forecasted according to similar simulated theory with the result of regression equations.The result indicates that the method is more approach fact than 《Technical code for building pile foundation》.