首页|基于控制图的钻爆法引水隧洞超挖影响因子研究

基于控制图的钻爆法引水隧洞超挖影响因子研究

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输水隧洞采用钻爆法施工往往出现超挖现象,运用控制图方法来识别超挖影响因子具有重要意义.以滇中引水昆呈隧洞的钻爆法施工为研究对象,采集现场实测断面超挖数据,基于样本均值分布改进控制图模型,对不同围岩级别下隧洞超挖情况进行统计特征分析;结合超挖统计特征探究隧洞超挖值潜在规律,探究围岩地质条件、爆破参数设计、施工方法、人为因素、不同部位和地下水等超挖影响因子.研究表明:基于超挖样本均值分布改进控制图模型,可直观判别隧洞爆破超挖是否处于稳定受控状态,快速识别可控与不可控超挖影响因子;可控因子包括爆破参数设计、爆破施工方法和人为因素等方面,不可控因子包括围岩地质条件和地下水等方面;隧洞拱肩与拱顶超挖值最大,边墙超挖相对较小;超挖位置集中分布在特定地层或地形地貌中,不同地质交界位置更易产生超挖,超挖值随着岩层强度硬-中等-软弱的规律呈现出周期性变化.这些研究成果,为后续控制隧洞超挖、改善爆破效果提供了依据.
Study on the Influencing Factors of Over-Excavation of Drilling and Blasting Diversion Tunnels Based on Control Charts
The phenomenon of over-excavation often occurs in the construction of water conveyance tunnels by drilling and blasting method,and it is of great significance to use the control chart method to identify the influencing factors of over-excavation.This paper took the drilling and blasting method of the Kuncheng Tunnel as the research object,collected the over-excavation data of the field measured section,improved control map model based on the sample mean distribution,and made an analysis of statistical characteristics of tunnel over-digging under different surrounding rock levels;explored the potential rules based on statistical characteristics of over-excavation,as well as the influence factors of surrounding rock geological conditions,blasting parameter design,construction method,human factors,different parts and groundwater.The study shows that:based on the improved control map model,it can intuitively determine whether the tunnel blasting over-digging is in a stable and controlled state,and quickly identify the controllable and uncontrollable over-digging influence factors;controlled factors include blasting parameter design,blasting construction methods and human factors,while uncontrollable factors include surrounding rock geological conditions and groundwater;the over-digging value of the tunnel arch shoulder and the vault is the largest,and the side wall over-digging is relatively small;the over-excavation positions are concentrated in specific strata or topography,and the geological junction positions are more likely to produce over-excavation,and the over-excavation value will change periodically with the hard-medium-weak strength of the rock layer.These research results provide a basis for the subsequent control of tunnel over-digging and the improvement of the blasting effect.

diversion tunneldrilling and blasting methodover-excavationimpact factorcontrol chart

乔树勋

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中国铁建大桥工程局集团有限公司 天津 300300

引水隧洞 钻爆法 超挖 影响因子 控制图

国家自然科学基金中国铁路总公司科技研究开发计划

52179136P2018G048

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(1)
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