Show simple item record

dc.contributor.authorBahrami, Amir
dc.contributor.supervisorDr Arul Arulrajah
dc.contributor.supervisorProf. Hamid Nikraz
dc.contributor.supervisorDr Arumugam Sathasivan

Large numbers of finite element analyses are conducted using linearly elastic soil. The value of static Winkler springs stiffness is determined for soil.A general solution to elstodynamic equations of an elastic half space (soil) with a cylindrical insert (pile) is proposed. The results are interpreted as stiffness, mass and damping values of soil. The mass value is interpreted as contributing mass of soil. Stiffness values are verified with the results of FE study.

dc.publisherCurtin University
dc.titleContributing mass of soil in pile lateral vibrations
curtin.accessStatusOpen access
curtin.facultyFaculty of Science and Engineering, Department of Civil Engineering

Files in this item


This item appears in the following Collection(s)

Show simple item record