摘要
本文对重庆轻轨4号线浅埋隧道在开挖过程中地表高压线铁塔稳定性进行了分析和探讨,通过数值模拟与现场测量结果的比较,分析结果令人满意,为该工程施工提供了依据和指导作用。
The paper analyzed and discussed surface pylon stability in the process of shallow-buried tunnel excavation Chongqing light rail line 4. Through the comparison of the results of numerical simulation and field measurement, the analysis result was satisfactory and it can.provide the basis and the guiding role for the engineering construction.
出处
《有色金属文摘》
2015年第3期93-93,95,共2页
Nonferrous Metals Abstract
关键词
浅埋隧道
数值模拟
高压线铁塔
shallow-buried tunnel
numerical simulation
high-voltage transmission line tower
