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岩体基本质量指标BQ与岩石坚固性系数f之间的关系研究

张军武 王贵秋 侯虎祥 田小旭 陶先泽

市政技术2024,Vol.42Issue(5):69-75,7.
市政技术2024,Vol.42Issue(5):69-75,7.DOI:10.19922/j.1009-7767.2024.05.069

岩体基本质量指标BQ与岩石坚固性系数f之间的关系研究

Study on the Relationship between BQ of Rock Mass and f of Rock

张军武 1王贵秋 2侯虎祥 1田小旭 2陶先泽3

作者信息

  • 1. 中国路桥工程有限责任公司,北京 100011
  • 2. 西安建筑科技大学陕西省岩土与地下空间工程重点实验室,陕西西安 710055
  • 3. 中交四公局第十工程有限公司,北京 100022
  • 折叠

摘要

Abstract

In order to establish the relationship between the rock consolidating coefficient f and the basic quality(BQ)index and each mechanical parameter indicator of the rock mass,the following methods were employed for research.Firstly,based on the correlations between the uniaxial compressive strength RC of rocks and both BQ and f,RC was as an intermediate variable to establish a relationship equation between BQ and f.Secondly,based on the correla-tions between the volume joint coefficient JV and both the rock mass quality index DRQD and integrity coefficient KV,JV was as an intermediate variable to establish a relationship equation between DRQD and KV.By further derivation,a relationship equation among BQ,f,and DRQD can be obtained.Thirdly,based on the above relationship equation,the relationship equations of each mechanical parameters of rock mass and f were established.Finally,the research results were applied to the grading the rock mass and estimating various mechanical parameters for the mountainous tunnel engineering of South North Highway in Kyrgyzstan to determine the construction plan.The settlement defor-mation monitoring results indicate that the construction effect of the project is good.

关键词

BQ/f/关系方程/岩体分级/参数估计

Key words

basic quality(BQ)/f/relation equation/rock mass classification/parameter estimation

分类

交通工程

引用本文复制引用

张军武,王贵秋,侯虎祥,田小旭,陶先泽..岩体基本质量指标BQ与岩石坚固性系数f之间的关系研究[J].市政技术,2024,42(5):69-75,7.

基金项目

陕西省创新能力支撑计划-创新团队基金资助项目(2020TD-005) (2020TD-005)

市政技术

1009-7767

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