摘要
以模型试验和可靠度理论为基础，研究了偏压隧道的力学行为，分析了偏压隧道衬砌结构的可靠指标及失效概率。
In this paper, based on model test and reliability theory, the mechanical behavior of unsymmetrically loaded tunnels is studied. Further, the reliability indices and failure probabilities of the lining structure in an unsymmetrically loaded tunnel are analyzed.
出处
《工程力学》
EI
CSCD
北大核心
1998年第1期85-93,共9页
Engineering Mechanics
基金
铁道部自然科学基金
