摘要
本文简要介绍了隧道工程支护设计理论的发展历程及形成背景,对各阶段支护理论的力学原理及其要点进行了详细分析,通过工程实例计算对比分析了弹性理论和连续介质理论的计算差异,对未来地下工程支护理论发展方向进行了前瞻性论述。
This paper briefly introduces the background of all stages of the development of supporting design theories,the principles and key points of all supporting theories of tunnel are analyzed in detail,by means of calculation of engineering example,comparing and analyzing the differences between the elastic theory and continuum theory Underground engineering support for the future direction of theoretical development are prospectively discussed.
出处
《广东土木与建筑》
2010年第11期33-35,46,共4页
Guangdong Architecture Civil Engineering
关键词
隧道工程
支护结构理论
新奥法
信息化设计
tunnel engineering
supporting structure theory
new Austrian tunneling method
information design
