...
首页> 外文期刊>Tunnelling and underground space technology >Deformation evaluation on surrounding rocks of underground caverns based on PSO-LSSVM
【24h】

Deformation evaluation on surrounding rocks of underground caverns based on PSO-LSSVM

机译:基于PSO-LSSVM的地下洞室围岩变形评价

获取原文
获取原文并翻译 | 示例
           

摘要

To evaluate the deformation of surrounding rocks of the underground caverns in the Xiangjiaba hydropower station during excavation, a least squares support vector machine (LSSVM) method based on particle swarm optimization (PSO) algorithm is proposed in this study. The PSO algorithm was employed in optimizing the regularization and kernel parameters of the LSSVM. To develop the proposed PSO-LSSVM model, several important factors, such as the geological conditions, location of monitoring instruments, space and time condition before and after measuring, were used as the input parameters, while the displacement of surrounding rocks was the output parameter. Further, the numerical results of the deformations of surrounding rocks were compared with the measured data. The results obtained demonstrate that the proposed PSO-LSSVM model has potential in accurately forecasting the deformation of surrounding rocks of underground caverns subjected to excavation.
机译:为了评价向家坝水电站地下洞室开挖过程中围岩的变形,提出了一种基于粒子群算法的最小二乘支持向量机方法。 PSO算法用于优化LSSVM的正则化和内核参数。为了建立提出的PSO-LSSVM模型,将地质条件,监测仪器的位置,测量前后的时空条件等几个重要因素作为输入参数,而围岩的位移作为输出参数。 。此外,将围岩变形的数值结果与实测数据进行了比较。所得结果表明,所提出的PSO-LSSVM模型具有准确预测开挖地下洞室围岩变形的潜力。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号