Horizontal bearing capacity of monopile in three-dimensional spatially varying soils with linearly increasing mean strength-Reference-Cited by-同舟云学术

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Horizontal bearing capacity of monopile in three-dimensional spatially varying soils with linearly increasing mean strength

Published:2023-09-06 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Li Bing¹,Wang Shuai²,Chen Ning³

Affiliation:

1. Key Laboratory of C&PC Structures of Ministry of Education, Southeast University, Sipailou, Nanjing, China

2. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Sipailou, Nanjing, China

3. SGIDI Engineering Consulting (Group) Co., Ltd, Yangpu, Shanghai, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2253442

Reference37 articles.

1. Finite-element modelling of laterally loaded piles in clay

2. Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing

3. Probabilistic Foundation Settlement on Spatially Random Soil

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