An adversarial multi-source transfer learning method for the stability analysis of methane hydrate-bearing sediments

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-11-03 DOI:10.1016/j.compgeo.2024.106868
Wenhao Li , Guotao Ma , Mingjing Jiang , Mohammad Rezania , Haitao Zhu
{"title":"An adversarial multi-source transfer learning method for the stability analysis of methane hydrate-bearing sediments","authors":"Wenhao Li ,&nbsp;Guotao Ma ,&nbsp;Mingjing Jiang ,&nbsp;Mohammad Rezania ,&nbsp;Haitao Zhu","doi":"10.1016/j.compgeo.2024.106868","DOIUrl":null,"url":null,"abstract":"<div><div>This study presents an innovative adversarial multi-source transfer learning approach to enhance submarine hydrate slope stability predictions in the face of small and varied datasets. Integrating terrestrial and submarine data, our method significantly improves knowledge transfer and model generalization. Utilizing hydrate triaxial tests and pore pressure models, we construct a comprehensive dataset that bridges the gap between diverse geological environments. Employing the novel Walrus Optimizer and adversarial training techniques, the model substantially outperforms traditional regression methods. It achieves a correlation coefficient of 0.9936 and a mean absolute error of 0.094, indicating high predictive accuracy and robust handling of data anomalies and distribution inconsistencies. These advancements provide crucial insights into slope stability factors and offer potential enhancements for geological hazard monitoring and early warning systems. Our research demonstrates a substantial improvement in slope stability analysis and opens new avenues for intelligent geological hazard assessments in environments characterized by data scarcity.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"177 ","pages":"Article 106868"},"PeriodicalIF":5.3000,"publicationDate":"2024-11-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X24008073","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

Abstract

This study presents an innovative adversarial multi-source transfer learning approach to enhance submarine hydrate slope stability predictions in the face of small and varied datasets. Integrating terrestrial and submarine data, our method significantly improves knowledge transfer and model generalization. Utilizing hydrate triaxial tests and pore pressure models, we construct a comprehensive dataset that bridges the gap between diverse geological environments. Employing the novel Walrus Optimizer and adversarial training techniques, the model substantially outperforms traditional regression methods. It achieves a correlation coefficient of 0.9936 and a mean absolute error of 0.094, indicating high predictive accuracy and robust handling of data anomalies and distribution inconsistencies. These advancements provide crucial insights into slope stability factors and offer potential enhancements for geological hazard monitoring and early warning systems. Our research demonstrates a substantial improvement in slope stability analysis and opens new avenues for intelligent geological hazard assessments in environments characterized by data scarcity.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
用于含甲烷水合物沉积物稳定性分析的对抗性多源转移学习方法
本研究提出了一种创新的对抗性多源迁移学习方法,用于在数据集小而多样的情况下增强海底水合物边坡稳定性预测。通过整合陆地和海底数据,我们的方法显著提高了知识转移和模型泛化能力。利用水合物三轴测试和孔隙压力模型,我们构建了一个全面的数据集,弥补了不同地质环境之间的差距。利用新颖的 Walrus 优化器和对抗训练技术,该模型大大优于传统的回归方法。它的相关系数达到 0.9936,平均绝对误差为 0.094,这表明它具有很高的预测准确性,并能稳健地处理数据异常和分布不一致问题。这些进展为了解边坡稳定性因素提供了重要依据,并为地质灾害监测和预警系统提供了潜在的改进方案。我们的研究证明了斜坡稳定性分析的重大改进,并为在数据稀缺的环境中进行智能地质灾害评估开辟了新途径。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
期刊最新文献
Stability of conical foundations on anisotropic clay: A comprehensive three-dimensional study on V-H-M failure envelopes Effect of the connection mode on the dynamic characteristics of the pile-wheel composite foundation for offshore wind turbines Particle shape distribution effects on the critical strength of granular materials DEM Validation for impact Wave propagation in dry sand: A comparison with experimental results Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1