A rigorous analytical method is presented for calculating the interaction factor between two identi- cal piles subjected to vertical loads.Following the technique proposed by Muki and Sternberg,the problem is decompos...A rigorous analytical method is presented for calculating the interaction factor between two identi- cal piles subjected to vertical loads.Following the technique proposed by Muki and Sternberg,the problem is decomposed into an extended soil mass and two fictitious piles characterized respectively by Young's modulus of the soil and that of the difference between the pile and soil.The unknown axial forces along fictitious piles are determined by solving a Fredholm integral equation of the second kind,which imposes the compatibility condition that the axial strains of the fictitious piles are equal to those corresponding to the centroidal axes of the extended soil.The real pile forces and displacements can subequally be calculated based on the determined fictitious pile forces,and finally,the desired pile interaction factors may be obtained.Results confirm the validity of the proposed approach and portray the influence of the governing parameters on the pile interaction.展开更多
基金The National Natural Science Foundation of China(No.50478022)
文摘A rigorous analytical method is presented for calculating the interaction factor between two identi- cal piles subjected to vertical loads.Following the technique proposed by Muki and Sternberg,the problem is decomposed into an extended soil mass and two fictitious piles characterized respectively by Young's modulus of the soil and that of the difference between the pile and soil.The unknown axial forces along fictitious piles are determined by solving a Fredholm integral equation of the second kind,which imposes the compatibility condition that the axial strains of the fictitious piles are equal to those corresponding to the centroidal axes of the extended soil.The real pile forces and displacements can subequally be calculated based on the determined fictitious pile forces,and finally,the desired pile interaction factors may be obtained.Results confirm the validity of the proposed approach and portray the influence of the governing parameters on the pile interaction.
