Model experimental study of pile-soil interaction
Abstract：Due to the presence of soil around the pile,the defect degree of pile can only be qualitatively analyzed by low stress-reflected wave method.The reverberation-ray matrix method was applied to fit coefficients of pile-bottom-soil at different compaction condition by model experiments in this paper,and some useful conclusions can be obtained after analyzing and comparing them.
Keywords：the method of reverberation-ray matrixpile-soil interactiondamping coefficientstiffness coefficientmodel experiment
Publication Date：2011-01-01
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：5( 71-75 )