Bearing behavior and failure mechanism of squeezed branch piles

Author:

Zhang Minxia,Xu Ping,Cui Wenjie,Gao Youbin

Funder

National Natural Science Foundation of China

Opening Laboratory for Deep Mine Construction of Henan Polytechnic University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. Helical piles: an innovative foundation design option for offshore wind turbines;Byrne;Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences,2015

2. The 2002 Canadian Geotechnical Colloquium: the role of soil-pile interaction in foundation engineering;EI Naggar;Canadian Geotechnical Journal,2004

3. Axial compressive capacity of helical piles from field tests and numerical study;Elsherbiny;Canadian Geotechnical Journal,2013

4. Study on load bearing characteristic of squeezed branch and plate pile with full-scale test and numerical methods;Gao,2007

5. Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation;Gao;Journal of Zhejiang University Science A,2007

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