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。
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.
作者
陆耀
LU Yao(Gansu China Railway Construction Engineering Co.,Ltd.)
出处
《智能建筑与智慧城市》
2024年第7期180-182,共3页
Intelligent Building & Smart City
关键词
石窟危岩体
加固技术
结构稳定性
智能评估
dangerous rock mass of grottoes
reinforcement technology
structural stability
intelligent evaluation
