高速公路连拱隧道超挖统计特征  

Highway Multiple Arch Tunnels Overcut Statistical Features

作　　者：许人平 吴继敏[2] 周宏[2] 

机构地区：[1]诸永高速公路温州段工程建设指挥部,浙江温州325100 [2]河海大学,南京210098

出　　处：《公路交通技术》2006年第1期100-102,共3页Technology of Highway and Transport

摘　　要：超挖是隧道开挖中遇到的一大问题,直接影响工程建设的工期和投资。在对某高速连拱隧道超挖现场调查基础上,应用统计学和模型学的原理,对超挖块体的几何形态和大小进行统计特征评价,包括超挖块体投影面的边、面积和块体体积特征分析,揭示了连拱隧道超挖块体几何分布和体积分布规律,显示了连拱隧道与单拱隧道相比独有的超挖特征。Overcut is a key problem often met in tunneling, it directly influences project construction period and investment. Based on investigation to overcut site at certain highway multiple arch tunnel, this paper conducts statistical features evaluation to geometric shape and size of the overcut blocks. Using the statistics principle and model science principle, such evaluation covers feature analysis of overcut blocks projection edge, area, block volume, etc. The paper discloses the rule of geometric/volumetric distribution of overcut blocks in multiple arch tunnels and illustrates the unique overcut features of multiple arch tunnels, compared with single arch tunnels.

关 键 词：连拱隧道 超挖块体 统计 分布特征 

分 类 号：U459.2[建筑科学—桥梁与隧道工程]