摘要
采用理论分析、新奥法工程专家经验及原始测试资料三者相结合的方法，以粘弹性边界元理论为力学计算工具、工程类比定性内容为修正依据，探讨和发展设计、施工和现场量测一体化的分析方法。
This paper has researched and developed the unified analysis method of design, construction, and in-situ measurement, by combining the theoretical analysis, the experience of NATM experts with in-situ monitoring, by taking the viscoelastic in BEM as a mechanical calculation means, and with the qualitative contents of the engineering analogy regarded as basis of revision.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2001年第1期12-15,共4页
Rock and Soil Mechanics
关键词
隧道
粘弹性边界元
锚喷支护
围岩
稳定性
Boundary element method
Rock bolting
Rocks
Shotcreting
Soil structure interactions
Viscoelasticity
