Improved genetic programming modeling of slope stability and landslide susceptibility

IF 11 1区 工程技术 Q1 ENGINEERING, INDUSTRIAL
Beichen Yu , Yingke Liu , Dongming Zhang , Bin Xu , Changbao Jiang , Chao Liu
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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.
改进的边坡稳定性和滑坡易感性遗传规划模型
边坡稳定性和滑坡易感性预测是保证高边坡安全可靠和防灾减灾的关键。本文采用遗传规划方法对边坡稳定性和滑坡风险进行了预测。为了解决遗传算法局部收敛和代码冗余增长等局限性,提高遗传算法的预测精度,提出了基于K-means聚类算法的分层公平竞争模型(K-means- hfc)、基于拥挤的相似度小生境技术(NTSC)和自适应概率变化技术对遗传算法进行改进。然后,利用改进的GP进行建模研究进行预测,包括边坡稳定性、滑坡动力学表征、地震滑坡概率危险性、爆破振动参数及危险性等。结果表明,K-mean-HFC和NTSC分别增加了聚类间和聚类内的种群多样性,提高了适应度,进一步提高了模型的预测精度。在多参数预测情况下,改进的GP可以实现对预测参数的属性约简,剔除与预测参数无关的属性,清晰地得到预测公式。利用改进的GP,建立了边坡稳定性预测模型,建立了地表位移率与地下体积的相互预测,生成了四川省地震滑坡概率预测图,分析了预测参数的影响,实现了多参数影响下边坡爆破振动参数和危险性的预测。推导出的预测公式对解决同类型边坡可靠度及滑坡防治问题具有重要的参考意义。
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来源期刊
Reliability Engineering & System Safety
Reliability Engineering & System Safety 管理科学-工程:工业
CiteScore
15.20
自引率
39.50%
发文量
621
审稿时长
67 days
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.
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