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Influence of soil plug effect on the vertical dynamic response of large diameter pipe piles

  • Published:2018-06 Issue: Volume:157 Page:13-25
  • ISSN:0029-8018
  • Container-title:Ocean Engineering
  • language:en
  • Short-container-title:Ocean Engineering

Author:

Liu Hao,Wu Wenbing,Jiang Guosheng,El Naggar M. Hesham,Mei Guoxiong,Liang Rongzhu

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

MOE Engineering Research Center of Rock-Soil Drilling & Excavation and Protection

Fundamental Research Funds for the Central Universities-Cradle Plan for 2015

Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference26 articles.

1. Low strain integrity testing of piles: three-dimensional effects;Chow;J. Geotech. Geoenviron. Eng.,2003

2. Dimension effect on low strain integrity testing of piles;Chen;Chin. J. Geotech. Eng. Chin. Ed.,1998

3. Effects of the source on wave propagation in pile integrity testing;Chai;J. Geotech. Geoenviron. Eng.,2010

4. Wave propagation in a pipe pile for low-strain integrity testing;Ding;J. Eng. Mech.,2011

5. High-frequency interference in low strain integrity testing of large-diameter pipe piles;Ding;Sci. China Technol. Sci.,2011
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