石窟危岩体结构稳定性智能评估分析与加固技术设计
Intelligent Evaluation Analysis and Reinforcement Technology Design of Structure Stability of Dangerous Rock Mass in Grottoes
陆耀1
作者信息
摘要
文章通过以甘肃省临夏回族自治州永靖县西南35km处石窟危岩体为例进行工程研究.首先对石窟危岩体进行结构稳定性的智能评估分析,通过评估得出该处石体有局部发生裂缝,局部破损等现象,通过现象进行合理性加固技术设计,分别对地基不均匀处,破损处和出现裂缝处等进行加固.最后通过混凝土强度实验对该工程的加固进行检测,进而得出该加固方法符合检测标准的结论.
Abstract
Taking the dangerous rock mass of grottoes 35km southwest of Yongjing County,Hui Autonomous Prefecture,Linxia,Gansu Province as an example,the project is studied.Firstly,the intelligent assessment and analysis of the structural stability of the dangerous rock mass in the grottoes are carried out.Through the assessment,it is concluded that there are local cracks and local damage and other phenomena in the stone body.Based on the phenomena,the rational reinforcement technology design is carried out to reinforce the uneven foundation,the damaged part and the crack place.Finally,the reinforcement of the project is tested through the concrete strength experiment,and the conclusion is drawn that the reinforcement method conforms to the test standard.
关键词
石窟危岩体/加固技术/结构稳定性/智能评估Key words
dangerous rock mass of grottoes/reinforcement technology/structural stability/intelligent evaluation引用本文复制引用
出版年
2024
NETL
NSTL
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