路基工程Issue(1)：59-61,65,4.
绩黄高速公路佛岭隧道围岩现场快速分级方法研究
On-Site Fast Grading of Surrounding Rock in Foling Tunnel of Jixi-Huangshan Expressway
李文桦 1刘保国 2刘开云 2陈岩3
作者信息
- 1. 中国建筑科学研究院地基基础研究所,北京100013
- 2. 北京交通大学土木建筑工程学院,北京100044
- 3. 中航勘察设计研究院,北京100098
- 折叠
摘要
Abstract
Taking Foling Tunnel Project as the background,the relationship between uniaxial compressive strength and rebound strength is established by linear regression analysis technique;at the same time,volumetric joint and geostress which are hard to be measured are determined by experiential formula and method;then surrounding rock grading is carried out in accordance with the existing specifications.The practice has proved that this method is of simple and rapid operation,and optimizes the design parameters and adjusts construction method through comparing to the grading in the phase of survey and design.It offers a new grading way for tunnel surrounding rock.关键词
公路隧道/围岩分级/现场/回弹强度Key words
highway tunnel/surrounding rock grading/site/rebound strength分类
交通工程引用本文复制引用
李文桦,刘保国,刘开云,陈岩..绩黄高速公路佛岭隧道围岩现场快速分级方法研究[J].路基工程,2012,(1):59-61,65,4.
