| OCEAN ENGINEERING | 卷:204 |
| A LSTM surrogate modelling approach for caisson foundations | |
| Article | |
| Zhang, Pin1,2  Yin, Zhen-Yu1  Zheng, Yuanyuan3,4  Gao, Fu-Ping5,6  | |
| [1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China | |
| [2] Southern Marine Sci & Engn Guangdong Lab Guangzho, 1119 Haibin Rd, Guangzhou, Peoples R China | |
| [3] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou 510275, Peoples R China | |
| [4] Southern Marine Sci & Engn Guangdong Lab Zhuahai, Zhuahai, Peoples R China | |
| [5] Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China | |
| [6] Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China | |
| 关键词: Caisson foundation; Failure envelope; Smoothed particle hydrodynamics; Long short-term memory; | |
| DOI : 10.1016/j.oceaneng.2020.107263 | |
| 来源: Elsevier | |
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【 摘 要 】
This study proposes a hybrid surrogate modelling approach with the integration of deep learning algorithm long short-term memory (LSTM) to identify the mechanical responses of caisson foundations in marine soils. The LSTM based surrogate model is first trained based on limited results generated from the SPH-SIMSAND based numerical simulations with a strong validation, thereafter it is applied to predict the mechanical responses of soil-structure interaction and the failure envelope of unknown caisson foundations with various specifications as testing. The results indicate that the LSTM based model is more flexible than macro-element method, because it can directly learn the failure mechanism of caisson foundation from the raw data, meanwhile guarantees a high computational efficiency and accuracy in comparison with physical and numerical modelling. LSTM based surrogated model shows a great potential of application in engineering practice.
【 授权许可】
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【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| 10_1016_j_oceaneng_2020_107263.pdf | 3377KB |
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