Site-specific soil reaction model for monopiles in soft clay based on laboratory element stress-strain curves-Reference-Cited by-同舟云学术

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Site-specific soil reaction model for monopiles in soft clay based on laboratory element stress-strain curves

Published:2021-01 Issue: Volume:220 Page:108437
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Lai Yongqing,Wang Lizhong,Zhang Youhu,Hong Yi

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference44 articles.

1. Evaluation of p-y approaches for large diameter monopiles in soft clay;Achmus,2016

2. Deep water geotechnical engineering;Andersen,2008

3. Abaqus 6.14 Standard;Abaqus,2014

4. Geotechnical and Foundation Design Considerations;API Recommended Practice 2GEO,2014

5. Selection of p-y curves for the design of single laterally loaded piles;Bransby;Int. J. Numer. Anal. Methods GeoMech.,1999

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