NON-LINEAR P-Y SPRING MODELS OF A PILE LOADED BY LATERAL SOIL MOVEMENTS
نویسندگان
چکیده
منابع مشابه
A Three-dimensional Finite Element Study to Obtain P-y Curves for Sand
For pile foundations subjected to lateral loads, an analysis method should account for the response of the combined soil-pile system. Current practice for pile-soil interaction analysis usually employs a series of springs to model the lateral behavior of soil-pile interaction. In this method, the force (p) – deformation (y) function, widely known as p-y curve, of the spring characterizes the pi...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 1998
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.1998.603_67