基于CGAN-NSGA-II-BP模型的边坡稳定性预测
DOI:
作者:
作者单位:

昆明理工大学

作者简介:

通讯作者:

中图分类号:

TD804

基金项目:

云南省基础研究重点项目(202501AS070105);矿山边坡安全风险预警与灾害防控应急管理部重点实验室(1102512502)


Slope Stability Prediction Based on the CGAN-NSGA-II-BP Model
Author:
Affiliation:

1.Kunming University of Science and Technology;2.Shanxi Metallurgical Geotechnical Engineering Survey Co., Ltd

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    针对边坡稳定性预测中样本获取困难、数据量小且参数选取主观性强,传统模型易出现精度不足与过拟合等问题,本文提出一种融合条件生成对抗网络(CGAN)与非支配排序遗传算法(NSGA-II)的CGAN-NSGA-II-BP边坡稳定性判别模型。首先,在CGAN中引入约束条件与惩罚机制,并采用简化Bishop法对生成的条件变量进行过滤,从物理力学层面保证增强样本的合理性与有效性;其次,利用NSGA-II算法自动搜索混合数据集下BP神经网络的最优超参数,以有效缓解过拟合,提升模型泛化性能。将给改进后的优化模型与多种现有模型进行对比,并开展工程实例验证。结果表明:增强数据与原始数据在整体分布形态、数值范围及变量间相关性方面均保持高度一致,两者间的JS散度仅为0.1462,相关系数矩阵的Frobenius范数差仅为 0.1345,条件回归的决定系数R2均大于0.9。在本实验条件下,CGAN-NSGA-II-BP模型的准确率、精确率、召回率、F1分数与AUC均值分别达到 96.08%、96.06%、97.33%、0.9667和0.9894,综合性能明显优于对比模型。工程实例验证了该模型的有效性与实用性,为边坡小样本数据场景下的稳定性预测提供了一种新的可靠方法。

    Abstract:

    In slope stability prediction, challenges are posed by difficult sample acquisition, small data volume, and strong subjectivity in parameter selection. Traditional models are often afflicted by insufficient accuracy and overfitting. To address these problems, a CGAN-NSGA-II-BP model is proposed, in which a conditional generative adversarial network (CGAN) and the non-dominated sorting genetic algorithm II (NSGA-II) are integrated. First, constraint conditions and a penalty mechanism are introduced into the CGAN. The generated conditional variables are then filtered by the simplified Bishop method, by which the rationality and effectiveness of the augmented samples are physically guaranteed. Second, optimal hyperparameters of the BP neural network under the mixed dataset are automatically searched by NSGA-II, whereby overfitting is effectively alleviated and generalization performance is improved. The improved model is compared with multiple existing models, and an engineering case verification is carried out. It is demonstrated by the results that high consistency in overall distribution pattern, numerical range, and inter-variable correlations is maintained between the augmented and original data. A JS divergence of only 0.1462 is obtained, a Frobenius norm difference of only 0.1345 is observed for the correlation coefficient matrices, and all coefficients of determination R2 of the conditional regression are found to exceed 0.9. Under the experimental conditions, an accuracy of 96.08%, a precision of 96.06%, a recall of 97.33%, an F1 score of 0.9667, and a mean AUC of 0.9894 are achieved by the CGAN-NSGA-II-BP model, and its overall performance is demonstrated to be significantly superior to those of the compared models. The effectiveness and practicability of the model are verified by the engineering case, and a reliable new method is provided for slope stability prediction under small-sample data scenarios.

    参考文献
    相似文献
    引证文献
引用本文

李康,张春鹏,刘海明,等. 基于CGAN-NSGA-II-BP模型的边坡稳定性预测[J]. 科学技术与工程, , ():

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2026-05-11
  • 最后修改日期:2026-07-23
  • 录用日期:2026-08-25
  • 在线发布日期:
  • 出版日期:
×
2026年会通知 | “技术经济学驱动智能经济生态构建与治理变革”——中国技术经济学会第三十三届学术年会(2026)会议通知暨征文启事(第一轮)
亟待确认版面费归属稿件,敬请作者关注