Analysis of Piles Under Oblique Pullout Load Using Transparent-Soil Models-Reference-Cited by-同舟云学术

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Analysis of Piles Under Oblique Pullout Load Using Transparent-Soil Models

Published:2015-02 Issue:5 Volume:38 Page:20140109
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Kong Gang-Qiang¹,Cao Zhao-Hu²,Zhou Hang²,Sun Xue-Jin³

Affiliation:

1. Ph.D., Aff.M.ASCE, Hohai Univ., Nanjing, Jiangsu 210098, CN. (Present address: Xikang Rd., No. 1, Nanjing 210098 Jiangsu, People’s Republic of China.) (Corresponding author), e-mail: gqkong1@163.com

2. Ph.D. Candidate, Hohai Univ., Nanjing, Jiangsu 210098, CN.

3. Graduate Student, Hohai Univ., Nanjing, Jiangsu 210098, CN.

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

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