大足石刻石篆山危岩体稳定性评价及加固方案
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作者:
作者单位:

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

作者简介:

赵岗(1984- ),男,副研究馆员,主要从事石窟寺保护与监测研究,E-mail:327009103@qq.com。
ZHAO Gang (1984- ), associate research librarian, main research interests: cave temple protection and monitoring, E-mail: 327009103@qq.com.

通讯作者:

刘丹(通信作者),女,博士生,E-mail:liudanq0609@163.com。

中图分类号:

TU457;TU-87

基金项目:

重庆市自然科学基金(cstc2021jcyj-msxmX0903)


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

1.Academy of Dazu Rock Carvings, Chongqing 402360, P. R. China;2.China University of Mining and Technology (Beijing), Beijing 100083, P. R. China;3.PowerChina Beijing Engineering Corporation Limited, Beijing 100024, P. R. China

Fund Project:

Natural Science Foundation of Chongqing (No. cstc2021jcyj-msxmX0903)

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    摘要:

    在自然营力的长期作用下,石窟寺及石刻类文化遗产极易受构造应力、裂隙扩张、雨水侵蚀等因素影响,产生严重的岩体失稳现象。以大足石刻石篆山摩崖造像为例,通过野外调查和室内试验手段,获取石刻区的工程地质条件及区域岩石的宏观力学特性,结合定性和定量方法分别评价倾倒式和滑移式两种主要破坏模式下危岩体的稳定性,并制定相应的抢险加固方案。计算结果表明,在考虑地震因素影响作用下,倾倒式和滑移式危岩体的稳定性安全系数分别为1.39和1.20。鉴于石窟区文物保存现状和游客参观服务的特殊性,采取“锚杆加固+条石砌筑+裂隙灌浆+做旧处理”综合性加固措施,通过位移和应力监测数据发现,加固后倾倒式和滑移式危岩体的变形量分别控制在3、6 mm范围内,验证了加固方案的有效性,并及时消除了石篆山摩崖造像重大险情,确保游客和文物安全。

    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.

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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. ZHAO Gang, LIU Dan, JIANG Siwei, MA Runjie, PENG Liusheng, TAO Zhigang. Stability evaluation and reinforcement scheme of dangerous rock mass in Shizhuan Mountain of Dazu Rock Carvings[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2025,47(4):37-45.10.11835/j. issn.2096-6717.2023.085

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  • 收稿日期:2023-03-04
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  • 在线发布日期: 2025-07-17
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