中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Long-term settlement of deepsea pipelines on a soft clayey seabed: Poro-elasto-viscoplastic modeling

文献类型:期刊论文

作者Cheng, Jun1,2; Li, Jian3; Gao, Fu-Ping1,2; Yin, Zhen-Yu4
刊名OCEAN ENGINEERING
出版日期2025-07-15
卷号332页码:13
关键词Pipe-soil interaction Subsea pipeline Soft clayey seabed Long-term settlement Soil rheology
ISSN号0029-8018
DOI10.1016/j.oceaneng.2025.121414
通讯作者Gao, Fu-Ping(fpgao@imech.ac.cn)
英文摘要The long-term settlement of subsea pipelines on a clayey seabed is crucial for the on-bottom stability of the pipelines, especially in deep waters. In this study, a poro-elasto-viscoplastic finite element analysis is performed for predicting long-term settlement of subsea pipelines by incorporating a rheological constitutive model. A method for identifying the creep-settlement (Sc) from the total-embedment (Sk) is proposed on the basis of the obtained linear relationship between the secondary consolidation coefficient (C alpha e) of the clayey soil and the total-embedment (Sk) of the pipe. The identifying method is validated with the existing theoretical solutions and experimental data. Parametric study is then performed to investigate the key influential parameters for long-term settlement of subsea pipeline. A non-dimensional parameter Gc is introduced to quantitatively characterize the soil rheology effect on pipeline settlement. The relationship between the proportion of creep-settlement in the total-embedment (Sc/Sk) and Gc is eventually established for identifying whether the proportion of creep-settlement in the total-embedment is remarkable.
WOS关键词ULTIMATE BEARING CAPACITY ; TIME-DEPENDENT BEHAVIOR ; LINE FIELD SOLUTION ; CREEP-BEHAVIOR ; IN-SITU ; CONSOLIDATION ; SOIL ; COMPRESSIBILITY
资助项目National Natural Science Foundation of China[12061160463] ; National Natural Science Foundation of China[52278324] ; Research Grants Council (RGC) of Hong Kong Joint Research Scheme[N_PolyU534/20]
WOS研究方向Engineering ; Oceanography
语种英语
WOS记录号WOS:001486848300001
资助机构National Natural Science Foundation of China ; Research Grants Council (RGC) of Hong Kong Joint Research Scheme
源URL[http://dspace.imech.ac.cn/handle/311007/101534]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
通讯作者Gao, Fu-Ping
作者单位1.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
3.Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
4.Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
推荐引用方式
GB/T 7714
Cheng, Jun,Li, Jian,Gao, Fu-Ping,et al. Long-term settlement of deepsea pipelines on a soft clayey seabed: Poro-elasto-viscoplastic modeling[J]. OCEAN ENGINEERING,2025,332:13.
APA Cheng, Jun,Li, Jian,Gao, Fu-Ping,&Yin, Zhen-Yu.(2025).Long-term settlement of deepsea pipelines on a soft clayey seabed: Poro-elasto-viscoplastic modeling.OCEAN ENGINEERING,332,13.
MLA Cheng, Jun,et al."Long-term settlement of deepsea pipelines on a soft clayey seabed: Poro-elasto-viscoplastic modeling".OCEAN ENGINEERING 332(2025):13.

入库方式: OAI收割

来源:力学研究所

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