摘要
通过收集隧道洞口段施工风险资料,研究影响洞口段稳定性的3类因素,且将其细分为11个影响因子。并将施工风险划分为4个级别,构建施工风险指标权重体系,采用云发生器云化特征值,建立施工风险评价方法。结果表明:根据综合评价云图,90%的工程云滴位于中风险区,少部分位于高风险区,说明洞口段施工存在边坡及围岩失稳风险。
Collected instability disaster data during the construction of tunnel entrance section.Three factors affecting the stability at the entrance were concluded,which are subdivided into 11 factors,and the construction risk at the entrance was divided into 4 levels.The risk evaluation index weight system was constructed,and the index parameters were standardized by the cloud generator.The construction risk assessment model was established.The results show that in the comprehensive evaluation cloud image,90%of the actual engineering cloud droplets are located in the medium risk area,and a small part is located in the high risk area,which indicates that there are slope and surrounding rock instability risks in the construction of the entrance section.
作者
童乐
代雍正
刘泽
彭亚雄
邵玉
王勋
TONG Le;DAI Yong-zheng;LIU Ze;PENG Ya-xiong;SHAO Yu;WANG Xun(Zhejiang Jiaogong Group Co.,Ltd.,310051,Hangzhou,China;Hu'nan University of Science and Technology,411201,Xiangtan,Hu'nan,China)
出处
《建筑技术》
2023年第17期2164-2166,共3页
Architecture Technology
基金
浙江省建设科技项目(2021K123)
浙江省交通科技项目(2020004)
湖南省教育厅科学研究项目(22B0486)。
关键词
隧道洞口段
施工风险
安全评价
云模型
tunnel portal section
construction risk
safety assessment
cloud model