摘要
在牧场隧道设计中,首先根据牧场隧道工程地质特点,对牧场隧道进、出口的稳定性进行了分析,指出了隧道洞口段的风险问题与风险影响因素,并结合层次分析法对隧道进出口段的各种风险源的重要度进行了排序。在此基础上,采用专家调查法对隧道风险等级进行了评估,给出了洞口段风险发生的概率等级和风险损失等级及最终的风险等级。最后,提出了牧场隧道洞口段稳定的设计与施工的控制措施,为隧道安全设计提供指导。
During the design of Muchang Tunnel, the slop stability at Muchang Tunnel exit and entrance are analyzed according to the geological characteristics, and the risk issues of tunnel entrance and its influencing factors are pointed out, and the importance degree of the various security risk source are listed by the matrix method. On this basis, the risk severity degree is evaluated through experts investigation method, and the occurrence probability level, risk loss level and final risk level are put forward. Finally the stability control measures are proposed for construction which can provide guidance for tunnel safety design.
出处
《公路》
北大核心
2016年第11期249-253,共5页
Highway
基金
国家自然科学基金资助项目
项目编号51278233
新疆建设兵团科技项目
项目编号2013-187
交通运输部公路科学研究所基金项目
项目编号2015-9033
关键词
隧道工程
边坡
稳定性
风险评估
控制措施
tunnel engineering
slope stability
risk assessment
control measures