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A platform for research: civil engineering, architecture and urbanism
The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction
Pseudo static method is a common method in the research of pile-soil interaction. In this paper pseudo static method was major introduced, the p-y relationship of saturated degraded soil was applied to Winkler foundation beam model to perform pseudo static calculations on the basis of previous studies. Through the practical calculation of test data in literature [1], the feasibility of this method was verified.
The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction
Pseudo static method is a common method in the research of pile-soil interaction. In this paper pseudo static method was major introduced, the p-y relationship of saturated degraded soil was applied to Winkler foundation beam model to perform pseudo static calculations on the basis of previous studies. Through the practical calculation of test data in literature [1], the feasibility of this method was verified.
The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction
Applied Mechanics and Materials ; 170-173 ; 710-713
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction
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