Hui Zeng , Xing-Tao Lin , Deng Wang , Xiangsheng Chen , Dong Su , Ruidi Chen , Wei Liu
{"title":"用知识-数据驱动法预测活门的荷载-位移曲线","authors":"Hui Zeng , Xing-Tao Lin , Deng Wang , Xiangsheng Chen , Dong Su , Ruidi Chen , Wei Liu","doi":"10.1016/j.compgeo.2024.106914","DOIUrl":null,"url":null,"abstract":"<div><div>Accurately predicting the overlying earth pressure of underground structures is a key point in the design and construction of underground structures. On the basis of the existing composite function model describing the load–displacement curve (LDC) and experimental data, a intergrating knowledge-data-driven method to predict LDC is proposed in this paper. The buried depth (<em>H</em>), trapdoor width (<em>B</em>), soil weight (<em>γ</em>) and internal friction angle (<em>φ</em>) are selected as multi-characteristic input variables. The initial modulus of arching <em>a</em>, the minimum soil arching ratio <em>ρ</em><sub>min</sub>, the minimum soil arching ratio displacement <em>ξ</em><sub>min</sub> and the ultimate soil arching ratio <em>ρ</em><sub>ult</sub> are output variables. Two swarm intelligence optimization algorithms (i.e., sparrow search algorithm (SSA) and particle swarm optimization (PSO)) are used to optimize the parameters of the established generalized regression neural network (GRNN), and the knowledge-data cooperatively driven prediction of the LDC is realized. The results show that the GRNN model optimized by swarm intelligence algorithm has better prediction performance than the GRNN model. The LDC obtained from the output parameters of three GRNN models are compared with the results of the trapdoor experiments. The comparison results show that the LDC obtained by the GRNN model optimized by swarm intelligence algorithm are more consistent with the experimental results than that those obtained by GRNN model, and the prediction performance of the SSA-GRNN is slightly better than that of the PSO-GRNN.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"178 ","pages":"Article 106914"},"PeriodicalIF":5.3000,"publicationDate":"2024-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Integrating knowledge-data-driven method to predict load-displacement curve on a trapdoor\",\"authors\":\"Hui Zeng , Xing-Tao Lin , Deng Wang , Xiangsheng Chen , Dong Su , Ruidi Chen , Wei Liu\",\"doi\":\"10.1016/j.compgeo.2024.106914\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Accurately predicting the overlying earth pressure of underground structures is a key point in the design and construction of underground structures. On the basis of the existing composite function model describing the load–displacement curve (LDC) and experimental data, a intergrating knowledge-data-driven method to predict LDC is proposed in this paper. The buried depth (<em>H</em>), trapdoor width (<em>B</em>), soil weight (<em>γ</em>) and internal friction angle (<em>φ</em>) are selected as multi-characteristic input variables. The initial modulus of arching <em>a</em>, the minimum soil arching ratio <em>ρ</em><sub>min</sub>, the minimum soil arching ratio displacement <em>ξ</em><sub>min</sub> and the ultimate soil arching ratio <em>ρ</em><sub>ult</sub> are output variables. Two swarm intelligence optimization algorithms (i.e., sparrow search algorithm (SSA) and particle swarm optimization (PSO)) are used to optimize the parameters of the established generalized regression neural network (GRNN), and the knowledge-data cooperatively driven prediction of the LDC is realized. The results show that the GRNN model optimized by swarm intelligence algorithm has better prediction performance than the GRNN model. The LDC obtained from the output parameters of three GRNN models are compared with the results of the trapdoor experiments. The comparison results show that the LDC obtained by the GRNN model optimized by swarm intelligence algorithm are more consistent with the experimental results than that those obtained by GRNN model, and the prediction performance of the SSA-GRNN is slightly better than that of the PSO-GRNN.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"178 \",\"pages\":\"Article 106914\"},\"PeriodicalIF\":5.3000,\"publicationDate\":\"2024-11-26\",\"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/S0266352X2400853X\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X2400853X","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}
Integrating knowledge-data-driven method to predict load-displacement curve on a trapdoor
Accurately predicting the overlying earth pressure of underground structures is a key point in the design and construction of underground structures. On the basis of the existing composite function model describing the load–displacement curve (LDC) and experimental data, a intergrating knowledge-data-driven method to predict LDC is proposed in this paper. The buried depth (H), trapdoor width (B), soil weight (γ) and internal friction angle (φ) are selected as multi-characteristic input variables. The initial modulus of arching a, the minimum soil arching ratio ρmin, the minimum soil arching ratio displacement ξmin and the ultimate soil arching ratio ρult are output variables. Two swarm intelligence optimization algorithms (i.e., sparrow search algorithm (SSA) and particle swarm optimization (PSO)) are used to optimize the parameters of the established generalized regression neural network (GRNN), and the knowledge-data cooperatively driven prediction of the LDC is realized. The results show that the GRNN model optimized by swarm intelligence algorithm has better prediction performance than the GRNN model. The LDC obtained from the output parameters of three GRNN models are compared with the results of the trapdoor experiments. The comparison results show that the LDC obtained by the GRNN model optimized by swarm intelligence algorithm are more consistent with the experimental results than that those obtained by GRNN model, and the prediction performance of the SSA-GRNN is slightly better than that of the PSO-GRNN.
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.