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大足石刻北山石窟悬吊锚杆加固工程的稳定性

冯太彬 刘珂源 雷啸天 蒋思维 陈卉丽 张兵峰 麻润杰 陶志刚

土木与环境工程学报(中英文)2025,Vol.47Issue(5):167-176,10.
土木与环境工程学报(中英文)2025,Vol.47Issue(5):167-176,10.DOI:10.11835/j.issn.2096-6717.2023.074

大足石刻北山石窟悬吊锚杆加固工程的稳定性

Stability of suspension anchor reinforcement project of Beishan Grottoes in Dazu Rock Carvings

冯太彬 1刘珂源 2雷啸天 2蒋思维 1陈卉丽 1张兵峰 3麻润杰 4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)深部岩土力学与地下工程国家重点实验室||力学与建筑工程学院,北京 100083
  • 3. 中国文化遗产研究院,北京 100029
  • 4. 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

Under the continuous influence of weathering and self-weight,there are a large number of cracks in the wall and roof of Beishan Cave 168 in Dazu Rock Carvings.These cracks lead to the deterioration of the stability of the surrounding rock at the top of the cave and the risk of instability and collapse.In order to effectively reinforce the broken surrounding rock of the roof of the flat-top grotto,this paper adopts a roof reinforcement method of suspended anchor in accordance with the geological conditions of the site.First,the main reasons for the cracking of the grotto roof are analyzed according to the distribution pattern of the roof cracks.Then,the anchorage length of the bolt is calculated by using the new Austrian method considering the most unfavorable surrounding rock stress.Finally,FLAC3D is used to analyze the displacement and stress changes of the grotto roof under rainfall conditions.The results show that the displacement of the roof in all directions is not more than 1 mm under the condition of suspended anchor reinforcement;the stress at the entrance of the grotto and near the inside of the grotto is relatively concentrated;the maximum tensile stress is less than the tensile strength of sandstone,and the roof surrounding rock is in a stable state;the average axial force of the bolt anchorage section is 31 kN.From the field monitoring data,it could be seen that the suspended anchor reinforcement reduces the fluctuation value of cracks.In summary,the grotto remains stable under the condition of suspended anchor reinforcement.

关键词

大足石刻/石窟/悬吊锚杆/加固/裂缝

Key words

Dazu Rock Carvings/tability of grottoes/suspended anchor/reinforcement/crack

分类

建筑与水利

引用本文复制引用

冯太彬,刘珂源,雷啸天,蒋思维,陈卉丽,张兵峰,麻润杰,陶志刚..大足石刻北山石窟悬吊锚杆加固工程的稳定性[J].土木与环境工程学报(中英文),2025,47(5):167-176,10.

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

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