Deformation and Load-Bearing Characteristics of Step-Tapered Piles in Clay under Lateral Load-Reference-Cited by-同舟云学术

Deformation and Load-Bearing Characteristics of Step-Tapered Piles in Clay under Lateral Load

Published:2019-06 Issue:6 Volume:19 Page:04019053
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fang Tao¹^ORCID,Huang Ming²

Affiliation:

1. Associate Professor, College of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China (corresponding author). ORCID: .

2. Professor, College of Civil Engineering, Fuzhou Univ., Xueyuan Rd. No. 2, Fuzhou City Fujian Province 350116, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001422

Reference16 articles.

1. Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading

2. Model testing study on vertical bearing behaviors for large diameter pile with variable cross section;Fang T.;Rock Soil Mech.,2012

3. Load transfer mechanism and theoretical model of step tapered hollow pile with huge diameter;Huang M.;Chin. J. Rock Mech. Eng.,2018

4. Ismael N. F. 2003. “Load tests on straight and step tapered bored piles in weakly cemented sands.” In Proc. 6th Int. Symp. on Field Measurements in Geomechanics 129–135. Oslo Norway: Taylor & Francis.

5. Behavior of Step Tapered Bored Piles in Sand under Static Lateral Loading

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