DYNAMIC PROPERTY ANALYSIS OF PILE FOUNDATION
WEI Xinjiang (Civil Engineering Department of Zhejiang University, Hangzhou 310027, China)
An approximate method of plane strain for the dynamic complex stiffness analysis of axial response of single pile is eveloped. A formulation of dynamic complex stiffness matrix of pile foundation is derived and dynamic property of stiffness and resistance of pile foundation is discussed. Then a series of relation curves and conclusions are obtained by comparison and checking with real examples.
【CateGory Index】： TB122,TU473.1