Author:
Li Xiao-juan,Zhu Ming-xing,Dai Guo-liang,Wang Li-yan,Liu Jing
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography
Reference46 articles.
1. Anoyatis, G. and Lemnitzer, A., 2017. Dynamic pile impedances for laterally-loaded piles using improved Tajimi and Winkler formulations, Soil Dynamics and Earthquake Engineering, 92, 279–297.
2. API, 2014. Geotechnical and Foundation Design Considerations, ANSI/API Recommended Practice 2GEO, API, Washington, DC, USA.
3. Ashford, S.A. and Juirnarongrit, T., 2003. Evaluation of pile diameter effect on initial modulus of subgrade reaction, Journal of Geotechnical and Geoenvironmental Engineering, 129(3), 234–242.
4. Basu, D., Salgado, R. and Prezzi, M., 2013. A new framework for analysis of laterally loaded piles, Journal of Geo-Engineering Sciences, 1(1), 53–67.
5. Biot, M.A., 1937. Bending of an infinite beam on an elastic foundation, Journal of Applied Mechanics, 4(1), A1–A7.
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