Beichen Yu , Yingke Liu , Dongming Zhang , Bin Xu , Changbao Jiang , Chao Liu
{"title":"Improved genetic programming modeling of slope stability and landslide susceptibility","authors":"Beichen Yu , Yingke Liu , Dongming Zhang , Bin Xu , Changbao Jiang , Chao Liu","doi":"10.1016/j.ress.2025.111296","DOIUrl":null,"url":null,"abstract":"<div><div>The prediction of slope stability and landslide susceptibility is crucial for ensuring the safety and reliability of high slopes and disasters prevention. This study used genetic programming (GP) to predict slope stability and landslide risks. To address the limitations of GP such as local convergence and code redundancy growth and enhance prediction accuracy, hierarchical fair competition model based on K-means clustering algorithm (K-means-HFC), niche technique of similarity based on crowding (NTSC), and self-adaptive change in probability were proposed to improve the traditional GP. Then, the improved GP was used to conduct modeling research for prediction, including slope stability, land-slide dynamic characterization, probabilistic hazard of seismic landslide, and blasting vibration parameters and hazard. The results showed that K-mean-HFC and NTSC separately increased inter- and intra-cluster population diversity and promoted the fitness, further enhancing the model prediction accuracy. In the case of multi-parameter prediction, the improved GP could realize attribute reduction on the prediction parameters, eliminate the attributes unrelated to the prediction parameters, and clearly obtain the prediction formulas. By utilizing the improved GP, the prediction model of slope stability was acquired, the mutual prediction of surface displacement rate and subsurface volumetric was established, the probabilistic prediction diagram of seismic landslide in Sichuan Province was generated, the influence of prediction parameters was analyzed, and the prediction of blasting vibration parameters and hazard of slope blasting under the influence of multiple parameters was realized. The derived prediction formulas possessed a significant reference for solving the same type of slope reliability and landslide prevention problems.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"264 ","pages":"Article 111296"},"PeriodicalIF":11.0000,"publicationDate":"2025-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Reliability Engineering & System Safety","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951832025004971","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, INDUSTRIAL","Score":null,"Total":0}
引用次数: 0
Abstract
The prediction of slope stability and landslide susceptibility is crucial for ensuring the safety and reliability of high slopes and disasters prevention. This study used genetic programming (GP) to predict slope stability and landslide risks. To address the limitations of GP such as local convergence and code redundancy growth and enhance prediction accuracy, hierarchical fair competition model based on K-means clustering algorithm (K-means-HFC), niche technique of similarity based on crowding (NTSC), and self-adaptive change in probability were proposed to improve the traditional GP. Then, the improved GP was used to conduct modeling research for prediction, including slope stability, land-slide dynamic characterization, probabilistic hazard of seismic landslide, and blasting vibration parameters and hazard. The results showed that K-mean-HFC and NTSC separately increased inter- and intra-cluster population diversity and promoted the fitness, further enhancing the model prediction accuracy. In the case of multi-parameter prediction, the improved GP could realize attribute reduction on the prediction parameters, eliminate the attributes unrelated to the prediction parameters, and clearly obtain the prediction formulas. By utilizing the improved GP, the prediction model of slope stability was acquired, the mutual prediction of surface displacement rate and subsurface volumetric was established, the probabilistic prediction diagram of seismic landslide in Sichuan Province was generated, the influence of prediction parameters was analyzed, and the prediction of blasting vibration parameters and hazard of slope blasting under the influence of multiple parameters was realized. The derived prediction formulas possessed a significant reference for solving the same type of slope reliability and landslide prevention problems.
期刊介绍:
Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.