地下隧道工程中岩溶加固注浆量影响因素分析  

Discussion on Influencing Factors of Grouting Amount in Karst Reinforcement of Underground Tunnel Engineering

作　　者：江伟 Jiang Wei

机构地区：[1]广州市第二市政工程有限公司

出　　处：《城市建筑》2024年第24期187-190,共4页Urbanism and Architecture

摘　　要：岩溶加固注浆量控制是工程质量安全控制和经济成本管控的重要手段。文章通过对岩溶加固理论注浆量与实践注浆量进行对比,结合工程实践过程,分析了施工相关条件和技术措施对注浆量的影响,为岩溶加固施工的技术质量控制和形成准确的经验参数提供依据。The grouting quantity control of karst reinforcement is an important means of engineering quality and safety control and economic cost control.Based on the contrast between the theoretical grouting amount and the practical grouting amount of karst reinforcement,combined with the engineering practice process,this paper analyzes the influence and level of the relevant construction conditions and technical measures on the grouting amount.It provides a basis for the technical quality control of karst reinforcement construction and the formation of accurate empirical parameters.

关 键 词：岩溶加固 注浆量 影响因素 

分 类 号：TU478[建筑科学—结构工程]