Theoretical model for investigating three-dimensional effect in integrity test of open-end pipe piles

Author:

Liu Xin,Wang Lixing,Li Lichen,Wu WenbingORCID,El Naggar M. Hesham,Liu Hao,Xiao Liang,Yue Jiacheng,Sun Jun

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference55 articles.

1. Vertical vibration of a pile in transversely isotropic multilayered soils;Ai;J. Sound Vib.,2015

2. Soil-pile interaction in vertical vibration induced through a frictional interface;Akiyoshi;Earthq. Eng. Struct. Dynam.,1982

3. Dynamic Winkler modulus for axially loaded piles;Anoyatis;Geotechnique,2012

4. The Mechanics of Vibration;Bishop,1979

5. Dimension effect on low strain integrity testing of prestressed pipe piles;Chen;Chin. J. Geotech. Eng.,2004

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