Limiting Force Profile for Laterally Loaded Piles in Undrained Clay-Reference-Cited by-同舟云学术

Limiting Force Profile for Laterally Loaded Piles in Undrained Clay

Published:2021-08 Issue:8 Volume:21 Page:04021146
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Luo Ruping¹^ORCID,Zhu Bitang²,Yang Zhongxuan³^ORCID

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, P. R. China; Engineering Research & Development Centre for Underground Technology of Jiangxi Province, East China Jiaotong Univ., Nanchang 330013, P. R. China. .

2. Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, P. R. China; Engineering Research & Development Centre for Underground Technology of Jiangxi Province, East China Jiaotong Univ., Nanchang 330013, P. R. China (corresponding author).

3. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, P. R. China; Engineering Research Center of Urban Underground Space Development of Zhejiang Province, Zhejiang Univ., Hangzhou 310058, P. R. China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002066

Reference23 articles.

1. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

2. API (American Petroleum Institute). 2011. ISO 19901-4: Geotechnical and foundation design considerations. API recommended practice 2GEO, 1st ed. Washington, DC: API.

3. Numerical Investigation of Large-Diameter Monopiles in Sands: Critical Review and Evaluation of Both API and Newly Proposed p-y Curves

4. Lateral resistance of piles in cohesive soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

5. Ultimate Limit States of Bridge Abutments

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