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论文摘要

围岩突变的时空预测研究

Prediction to Time and Depth of Surrounding Rock Catastrophe

作者:李业学(1.襄樊学院 建筑工程学院;2.四川大学 水利水电学院);刘建锋(2.四川大学 水利水电学院;3.四川大学 水力学与山区河流开发保护国家重点实验室);曹连涛(襄樊学院 建筑工程学院)

Author:Li Yexue(1.School of Civing Eng. and Architecture,Xiangfan Univ.;2.School of Hydraulic and Hydroelectric Eng., Sichuan Univ.);Liu Jianfeng(2.School of Hydraulic and Hydroelectric Eng., Sichuan Univ.;3.State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ.);Cao Liantao(School of Civing Eng. and Architecture,Xiangfan Univ.)

收稿日期:2010-04-12          年卷(期)页码:2011,43(3):61-67

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:围岩位移;位移-时间序列;突变理论;R/S分析法;BP网络

Key words:displacement of surrounding rock;displacement-time series;catastrope theory;R/S method;BP networks

基金项目:国家自然科学基金面上项目资助(50974091);湖北省科技厅资助项目(2010CDB05202);湖北省教育厅中青年资助项目(Q20102603)

中文摘要

根据监测成果,试图提出一种较为合理可行的分析围岩是否稳定的非线性方法。通过R/S分析法定性分析与BP网络定量预测,不仅确定了潜在的开裂剖面与受波及剖面,而且预测了安装在上述剖面的3套仪器各测点20 天内的围岩位移情况,在此基础上,基于突变理论,探讨了潜在的危险剖面是否可能出现开裂、开裂的具体时间以及裂缝深度等问题,提出了围岩开裂的时空判据。研究结果显示,基于突变理论的测点位移-时间序列满足条件Δ

英文摘要

A reasonable and feasible nonlinear way was used to analyze whether surrounding rock steady based on monitoring result. Not only was determined potential fracturing section and influenced section, but also displacement of surrounding rock where all measurement points of three apparatuses located in 20 days was forecasted by qualitative analysis of R/S method and quantitative prediction of BP networks. Some problems, including whether potential dangerous section cracks, exact time of fracturing and crack depth, were investigated. Time space criterion on surrounding-rock fracturing was presented. It was shown that the section where displacement-time series satisfy Δ

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