Experimental Study on the Vertical Bearing Properties of a Rooted Bored Pile

Author:

Yang Chao122,Dai Guoliang122,Gong Weiming122

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

2. Professor, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers

Reference10 articles.

1. Uplift behaviour of tapered piles established from model tests

2. Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I);Fang T.;Rock and Soil Mechanics,2012

3. The theory and practice of self-balanced test;Gong W.M.;Journal of Building Structure,2002

4. Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation

5. Experimental study on vertical bearing capacity of root foundation;Gong W.M.;Chinese Journal of Geotechnical Engineering,2008

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1. Numerical Study on Load Bearing Capacity of Root-Caisson Foundation;Mathematical Problems in Engineering;2023-04-27

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