A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness-Reference-Cited by-同舟云学术

A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness

Published:2022-01-27 Issue:1 Volume:41 Page:83-98
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Shao Kang¹,Su Qian¹,Liu Kaiwen¹²,Han Xiangyu¹,Xiao Weimin³,Ren Dongxing⁴

Affiliation:

1. Key Laboratory of High-Speed Railway Engineering (MOE), School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

2. Guangxi Communications Investment Group Co., Ltd, Nanning, China

3. School of Civil Engineering, Sichuan Agricultural University, Dujiangyan, China

4. Chengdu Surveying Geotechnical Research Institute Co., Ltd., of MCC, Chengdu, 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.2021.2013358

Reference79 articles.

1. Al-Baghdadi, T. 2018. Screw Piles as Offshore Foundations: Numerical and Physical Modelling. PhD diss. University of Dundee.

2. Modelling of laterally loaded screw piles with large helical plates in sand

3. Aftershocks and the whole-life seismic performance of granular slopes

4. Pile-settlement evaluation using field stiffness non-linearity

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