Experimental data-centric prediction of penetration depth and holding capacity of dynamically installed anchors using machine learning

被引:2
作者
Fu, Yong [1 ,3 ]
Ding, Kailin [1 ]
Han, Congcong [2 ]
机构
[1] Southern Univ Sci & Technol, Dept Ocean Sci & Engn, Shenzhen 518055, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[3] Hangzhou City Univ, Zhejiang Engn Res Ctr Intelligent Urban Infrastruc, Hangzhou 310015, Peoples R China
基金
中国国家自然科学基金;
关键词
Dynamically installed anchor (DIA); Penetration depth; Holding capacity; Experimental database; Machine learning (ML); TORPEDO ANCHOR; CLAY;
D O I
10.1016/j.compgeo.2024.106249
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The visualization of experimental research phenomena and the reliability of experimental data enable their utilization in validating theoretical and numerical methods. However, the existing literature on dynamically installed anchors (DIAs) lacks cohesion, resulting in a reliance on onshore driven pile design theory, as well as empirical or semi-empirical calculation methods for DIA design. Therefore, this study aims to establish an experimental database and propose an data-centric design method for DIAs. The established experimental database comprises 503 sets of experimental data from various sources, including 254 sets of field tests, 210 sets of centrifuge tests and 39 sets of 1g-model tests of seven representative DIAs (i.e., torpedo anchor, DPA, OMNIMax anchor, DEPLA, L-GIPLA, DPAIII, and fish anchor). The geometric characteristics as well as in-soil installation and loading performance of these DIAs are systematically summarized and explored. Based on this comprehensive experimental database, a novel machine learning (ML) algorithm-based approach is proposed for predicting the penetration depth and holding capacity of DIAs. This research provides a new perspective centered around existing experimental data for the design methodology of DIAs.
引用
收藏
页数:14
相关论文
共 46 条
[11]   Experimental and theoretical investigations on fin configuration effects of dynamically installed anchors in clay [J].
Fu, Yong ;
Liu, Yong .
CANADIAN GEOTECHNICAL JOURNAL, 2021, 58 (10) :1527-1542
[12]   A semi-theoretical method for holding capacity of dynamically installed anchors under inclined loading [J].
Fu, Yong ;
Yi, Jiang Tao ;
Li, Yu Ping ;
Li, Bin .
COMPUTERS AND GEOTECHNICS, 2019, 115
[13]   Effects of reconsolidation time on holding capacity of deepwater dynamically installed anchors [J].
Fu, Yong ;
Liu, Yong ;
Yu, Jian .
CANADIAN GEOTECHNICAL JOURNAL, 2019, 56 (12) :1876-1888
[14]   An effective stress theoretical model for shear resistance and adhesion factor of dynamically installed anchors [J].
Fu, Yong ;
Li, Yu Ping ;
Liu, Yong ;
Lee, Fook Hou ;
Zhang, Xi Ying ;
Gu, Hai .
GEOTECHNIQUE, 2019, 69 (11) :1004-1018
[15]   Holding capacity of dynamically installed anchors in normally consolidated clay under inclined loading [J].
Fu, Yong ;
Zhang, Xiying ;
Li, Yuping ;
Gu, Hai ;
Sun, Jie ;
Liu, Yong ;
Lee, Fook Hou .
CANADIAN GEOTECHNICAL JOURNAL, 2017, 54 (09) :1257-1271
[16]  
Gaudin C, 2013, PROCEEDINGS OF THE ASME 32ND INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING - 2013 - VOL 6
[17]  
[韩聪聪 Han Congcong], 2021, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V43, P1657
[18]   A review on the entire installation process of dynamically installed anchors [J].
Han, Congcong ;
Liu, Jun .
OCEAN ENGINEERING, 2020, 202
[19]   On the estimation of the falling velocity and drag coefficient of torpedo anchor during acceleration [J].
Hasanloo, Davood ;
Pang, Hongli ;
Yu, Guoliang .
OCEAN ENGINEERING, 2012, 42 :135-146
[20]   Field Performance of the Fish Anchor [J].
Hossain, M. S. ;
Mohiuddin, M. A. ;
Dalal, A. ;
Turner, B. S. ;
Kim, Y. H. ;
Choo, Y. W. ;
Rokonuzzaman, M. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 149 (02)