基于多因素评价的隧道围岩质量与超欠挖关系

›› 2014, Vol. 35 ›› Issue (11): 3240-3246.

基于多因素评价的隧道围岩质量与超欠挖关系

耿晓杰¹，吴顺川¹，高永涛¹，刘芳标²

1.北京科技大学土木与环境工程学院，北京 100083；2.世茂房地产控股有限公司，上海 200120

收稿日期:2013-09-29 出版日期:2014-11-11 发布日期:2014-12-10
通讯作者: 吴顺川，男，1969年生，博士，教授，博士生导师，主要从事岩土工程、采矿工程等方面的教学与研究工作。E-mail: wushunchuan@ustb.edu.cn E-mail:gengxjge@163.com
作者简介:耿晓杰，男，1986年生，博士研究生，主要从事隧道工程方面的研究工作。
基金资助:
长江学者和创新团队发展计划资助项目（No. IRT0950）；国家自然科学基金（No. 51074014）

Relationship between surrounding rock quality based on multifactor evaluation and overbreak-underbreak of tunnels

GENG Xiao-jie¹, WU Shun-chuan¹, GAO Yong-tao¹, LIU Fang-biao²

1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. Shimao Property Holdings Co., Ltd., Shanghai 200120, China

Received:2013-09-29 Online:2014-11-11 Published:2014-12-10

摘要/Abstract

摘要： 围岩质量及施工方法是影响隧道超欠挖的本质原因，研究围岩质量与超欠挖的关系，对评价和预测超欠挖、判断隧道结构的稳定性具有重要意义。基于工程实测资料及数值试验，研究了跨度对隧道围岩质量的影响，进而建立了基于多因素评价的围岩质量修正指标。根据隧道开挖断面轮廓具有分形特征的特点，计算了鸳鸯会隧道20个典型断面轮廓分形维数，研究了围岩质量与超欠挖的关系，得出围岩质量多因素修正指标与超挖比及断面轮廓分形维数呈线性关系，随着围岩质量多因素修正指标的提高，超挖比和断面轮廓分形维数将降低，并根据复相关原理，建立了三者间的复相关关系，可为隧道围岩质量的正确评价及超欠挖分析提供有益参考。对比不同围岩分级方法与超欠挖的关系表明，基于多因素评价的BQ法在隧道工程中的适用性更好。

关键词: 隧道工程, 围岩质量, 跨度, 超欠挖, 分形理论

Abstract: The surrounding rock quality and construction method are essential reasons affecting overbreak-underbreak of tunnels. It is important to evaluate and forecast overbreak-underbreak, and judge the stability of tunnel structure for researching the relation between surrounding rock quality and overbreak-underbreak. Based on the measured data and numerical experiment, the effect of span on surrounding rock quality is studied; and modified rock quality index based on multifactor evaluation is established. According to excavation section profile showing the fractal characteristics, the fractal dimensions of 20 sections profile of Yuanyanghui tunnel are calculated; and the relation between surrounding rock quality and overbreak-underbreak is studied. The linear relations among modified rock quality index and percent of overbreak and fractal dimension are gained. With the increase of modified rock quality index, the percent of overbreak and fractal dimension are decreased. According to the principle of multiple correlation, the multiple correlation among modified rock quality index and percent of overbreak and fractal dimension of section profile are established so as to provide reference for correct evaluation of surrounding rock quality and analysis of overbreak-underbreak. Meanwhile, by contrast with relation between different surrounding rock classifications and overbreak-underbreak, it is shown that BQ method based on multifactor evaluation has better adaptability in tunneling engineering.

Key words: tunneling engineering, surrounding rock quality, span, overbreak-underbreak, fractal theory

中图分类号:

U 451

耿晓杰，吴顺川，高永涛，刘芳标，. 基于多因素评价的隧道围岩质量与超欠挖关系[J]. , 2014, 35(11): 3240-3246.

GENG Xiao-jie , WU Shun-chuan , GAO Yong-tao , LIU Fang-biao，. Relationship between surrounding rock quality based on multifactor evaluation and overbreak-underbreak of tunnels [J]. , 2014, 35(11): 3240-3246.

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