期刊文献+

Prediction of high-embankment settlement combining joint denoising technique and enhanced GWO-v-SVR method

下载PDF
导出
摘要 Reliable long-term settlement prediction of a high embankment relates to mountain infrastructure safety.This study developed a novel hybrid model(NHM)that combines a joint denoising technique with an enhanced gray wolf optimizer(EGWO)-n-support vector regression(n-SVR)method.High-embankment field measurements were preprocessed using the joint denoising technique,which in-cludes complete ensemble empirical mode decomposition,singular value decomposition,and wavelet packet transform.Furthermore,high-embankment settlements were predicted using the EGWO-n-SVR method.In this method,the standard gray wolf optimizer(GWO)was improved to obtain the EGWO to better tune the n-SVR model hyperparameters.The proposed NHM was then tested in two case studies.Finally,the influences of the data division ratio and kernel function on the EGWO-n-SVR forecasting performance and prediction efficiency were investigated.The results indicate that the NHM suppresses noise and restores details in high-embankment field measurements.Simultaneously,the NHM out-performs other alternative prediction methods in prediction accuracy and robustness.This demonstrates that the proposed NHM is effective in predicting high-embankment settlements with noisy field mea-surements.Moreover,the appropriate data division ratio and kernel function for EGWO-n-SVR are 7:3 and radial basis function,respectively.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第1期317-332,共16页 岩石力学与岩土工程学报(英文版)
基金 We acknowledge the funding support from the National Natural Science Foundation of China(Grant No.51808462) the Natural Science Foundation Project of Sichuan Province,China(Grant No.2023NSFSC0346) the Science and Technology Project of Inner Mongolia Transportation Department,China(Grant No.NJ-2022-14).
  • 相关文献

参考文献9

二级参考文献73

  • 1Rohola Hasanpour,Jamal Rostami,Jürgen Schmitt,Yilmaz Ozcelik,Babak Sohrabian.Prediction of TBM jamming risk in squeezing grounds using Bayesian and artificial neural networks[J].Journal of Rock Mechanics and Geotechnical Engineering,2020,12(1):21-31. 被引量:13
  • 2张长生,张伯友,刘国楠,魏勇作.应用沉降速率推算剩余沉降及卸载时间[J].地球科学与环境学报,2005,27(4):28-32. 被引量:15
  • 3Admassu Y, Shakoor A, Wells NA. Evaluating selected factors affecting the depth of undercutting in rocks subject to differential weathering. Engineering Geology 2012;124:1-11.
  • 4Chigira M, Yokoyama O. Weathering profile of non-welded ignimbrite and the water infiltration behavior within it in relation to the generation of shallow landslides. Engineering Geology 2005;78(3-4):187-207.
  • 5Duperret A, Taibi S, Mortimnre RN, Daigneault M. Effect of groundwater and sea weathering cycles on the strength of chalk rock from unstable coastal cliffs of NW France. Engineering Geology 2005;78(3-4):321-43.
  • 6Erguer ZA, Ulusay R. Assessment of physical disintegration characteristics of clay- hearing rocks: disintegration index test and a new durability classification chart. Engineering Geology 2009;105(1-2):11-9.
  • 7Gokceoglu C, Aksoy H. New approaches to the characterization of clay-bearing, densely jointed and weak rock masses. Engineering Geology 2000;58(1 ):1-23.
  • 8GOkgeolu C, Ulusay R, SOnmez H. Factors affecting the durability of selected weak and clay-bearing rocks from Turkey, with particular emphasis on the influence of the number of drying and wetting cycles. Engineering Geology 2000;57(3- 4):215-3Z.
  • 9Maekawa H, Miyakita K. Effect of repetition of drying and wetting on mechanical characteristics of a diatomaceous mudstone. Soils and Foundations 1991 ;31(2): 117-33.
  • 10Martinez-Bofil/J, Corominas J, So/er A. Behaviour of the weak rock cut slopes and their characterization using the results of the slake durability test. In: Engi- neering Geology for Infrastructure Planning in Europe: a European Perspective. Berlin/Heidellberg: Springer-Verlag; 2004. pp. 405-13.

共引文献223

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部