| 注册
首页|期刊导航|土木与环境工程学报(中英文)|大足石刻石篆山危岩体稳定性评价及加固方案

大足石刻石篆山危岩体稳定性评价及加固方案

赵岗 刘丹 蒋思维 麻润杰 彭柳升 陶志刚

土木与环境工程学报(中英文)2025,Vol.47Issue(4):37-45,9.
土木与环境工程学报(中英文)2025,Vol.47Issue(4):37-45,9.DOI:10.11835/j.issn.2096-6717.2023.085

大足石刻石篆山危岩体稳定性评价及加固方案

Stability evaluation and reinforcement scheme of dangerous rock mass in Shizhuan Mountain of Dazu Rock Carvings

赵岗 1刘丹 2蒋思维 1麻润杰 3彭柳升 1陶志刚2

作者信息

  • 1. 大足石刻研究院,重庆 402360
  • 2. 中国矿业大学,北京 100083
  • 3. 中国电建集团北京勘测设计研究院有限公司,北京 100024
  • 折叠

摘要

Abstract

Due to the long-term action of natural forces,the cultural heritages of grotto temples and rock carving are extremely vulnerable to tectonic stress,crack expansion,rainwater erosion,etc.,resulting in serious rock mass instability.Taking the Cliff Statues of Shizhuan Mountain in Dazu Rock Carvings as an example,through field surveys and laboratory tests,the engineering geological conditions of the carving area and the macro mechanical properties of regional rock are obtained,and the stability of the dangerous rock mass under the two main failure modes of dumping and sliding are respectively evaluated by combining qualitative and quantitative methods,and reinforcement schemes are formulated.The calculation results show that the stability safety factors of dangerous rock masses of dumping and sliding are 1.39 and 1.20 respectively under the influence of seismic factors.Considering the particularity of preservation status of cultural relics and the tourist visit services in the grotto area,a comprehensive treatment of"bolt reinforcement+stone masonry+crack grouting+old treatment"is adopted.By monitoring the displacement and stress,the deformation of dangerous rock masses of dumping and sliding are controlled within the range of 3 mm and 6 mm after reinforcement,which verifies the effectiveness of the reinforcement scheme and minimizes the major danger of Shizhuan Mountain cliff statues in time to ensure the safety of tourists and cultural relics.

关键词

大足石刻/危岩体病害/破坏模式/稳定性评价/加固方案

Key words

Dazu Rock Carvings/disease of dangerous rock mass/failure mode/stability evaluation/reinforcement scheme

分类

建筑与水利

引用本文复制引用

赵岗,刘丹,蒋思维,麻润杰,彭柳升,陶志刚..大足石刻石篆山危岩体稳定性评价及加固方案[J].土木与环境工程学报(中英文),2025,47(4):37-45,9.

基金项目

重庆市自然科学基金(cstc2021jcyj-msxmX0903) Natural Science Foundation of Chongqing(No.cstc2021jcyj-msxmX0903) (cstc2021jcyj-msxmX0903)

土木与环境工程学报(中英文)

OA北大核心

2096-6717

访问量2
|
下载量0
段落导航相关论文