摘要
隧道围岩压力是一个极其复杂的问题 ,涉及的因素较多。论文论述了利用现场测试手段对两座黄土隧道进行的测试结果 ,分析了围岩压力的大小和分布形式 ,并和已有的计算结果进行了分析对比 。
Ground pressure of tunnel is an extremely complicated problem concerned with many factors. In this paper, based on the in-situ measurement in two loess tunnels, the magnitude and distribution form of gorund pressure are analyzed and compared with the existing calculation result. Besides, the definition of shallow and deep tunnel, second lining and invert are expounded.
出处
《现代隧道技术》
EI
2003年第2期58-61,共4页
Modern Tunnelling Technology
