摘要
以新松湾隧道为例 ,通过对该隧道应力、位移的量测 ,对富水黄土隧道的支护与土体间接触应力分布规律及引起结构变形原因进行了分析和探讨。
Xinsongshuwan tunnel is taken as an example for analysis and discussion of the distribution pattern of the contact stress between the reinforcement and the loess ground and the reason for the structural deformations through monitoring the stress and displacement of the tunnel.
出处
《西部探矿工程》
CAS
2003年第1期105-106,共2页
West-China Exploration Engineering
