摘要
文章以内昆线曾家坪1号隧道为例,通过已完成的监控量测工作,对大跨隧道的变形和结构内力的规律及特性进行了分析,并提出了大跨隧道变形的管理基准。
Taking the No. 1 Zengjiaping tunnel on Neijiang-Kunming railway for example, a deformation and mechanical performance of large span tunnel are analyzed in this paper and a management standard is put forward for the observational management.
出处
《现代隧道技术》
EI
2001年第3期38-39,共2页
Modern Tunnelling Technology
关键词
大跨隧道
变形
监控量测
管理基准
制定
Large span tunnel
Deformation
Observation and Measurement
Management standard
