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石窟寺岩体稳定性监测技术发展现状及展望

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石窟寺大多依托边坡修建,洞窟主要在崖体内部开挖,具有复杂的地质特征、应力历史、赋存环境及边界条件,其目前的监测技术尚不能满足预防性保护体系的构建。本文基于石窟寺兼有边坡、地下工程和文物的特性,系统查阅文献,梳理并凝练出国内外边坡、地下工程、文物岩体稳定性监测技术的发展历程:(1)边坡岩体稳定性监测起步于19世纪60年代的预防监测;20世纪80年代监测指标也从地表延伸到地下,监测效率和监测精度等提高;20世纪90年代末多技术融合和互补监测成为主要的发展趋势;(2)20世纪50年代开始探索与地下工程岩体稳定性相关的监测技术;20世纪70年代基本实现了监测标准化、程序化和质量化;20世纪90年代监测向精细化和大数据方向发展,形成了空-天-地三位一体化大数据分析平台;(3)20世纪80年代石窟寺岩体稳定性技术以传统的工程地质调查、工程地质测绘为主;21世纪初基于石窟寺的预防性保护,相继实施一批与石窟寺岩体稳定性相关的项目,但由于石窟寺岩体的复杂性及其文物属性,未形成专用的石窟寺岩体稳定性监测系统。未来石窟寺岩体稳定性监测研究应以定性和定量评估为基础;基于评估确定重点监测因子、监测精度、监测频率、各因子之间的耦合关系等为前提;建立覆盖石窟寺区域、洞窟和关键块体稳定性,跨尺度、多场耦合的空-天-地一体化的岩体稳定性监测系统为目的。文章基于传统边坡和地下工程领域的发展现状,提出了石窟寺岩体稳定性监测存在的问题和未来发展趋势,为我国石窟寺预防性保护提供科技支撑。
DEVELOPMENT STATUS AND PROSPECT OF ROCK MASS STABILITY MONITORING TECHNOLOGY IN GROTTOES TEMPLE
Most immovable cultural relics in grotto temples are built on slopes,with caves mainly excavated inside cliff bodies.However,due to the complex geological characteristics,structure,occurrence environment,and boundary conditions of grotto temples,current monitoring methods are insufficient to support preventive protection.This paper,based on the characteristics of grotto temple rock masses—which encompass slopes,underground engi-neering,and cultural relics—reviews the development of stability monitoring technology for slopes,underground en-gineering,and cultural relics rock masses both domestically and internationally.It summarizes the basic characteris-tics and key scientific and technological challenges in the monitoring process.(1)Slope rock mass stability monito-ring began with prevention efforts in the 1860 s.By the 1980 s,monitoring indicators expanded from surface to un-derground measurements,improving efficiency and accuracy.In the late 1990s,multi-technology integration and complementary monitoring became the main development trend.(2)Related monitoring technology exploration be-gan in the 1950 s.By the 1970 s,standardization,procedures,and quality of monitoring were largely established.In the 1990 s,monitoring evolved towards refinement and big data,forming a three-dimensional integrated big data analysis platform encompassing aerial,surface,and subsurface data.(3)In the 1980 s,grotto rock mass stability technology primarily relied on traditional engineering geological surveys and mapping.In the early 21st century,based on the preventive protection of grottoes,numerous projects related to grotto stability were implemented in Chi-na.However,due to the complexity of grotto temple rock masses and their cultural relics,a specialized grotto rock mass stability monitoring system has not yet been developed.The future research direction for cave temple rock mass stability monitoring should be based on qualitative and quantitative evaluation.Subsequently,key monitoring fac-tors,accuracy,frequency,and the coupling relationships between various factors should be determined based on this evaluation.Ultimately,the goal is to establish a rock mass stability monitoring system that covers regional sta-bility,cave stability,and key block stability of cave temples,incorporating cross-scale,multi-field coupling,and spatiotemporal integration.Based on the current status of these fields,this paper identifies challenges and future de-velopment trends in rock mass stability monitoring for grotto temples,providing support for the conservation and safety of grottoes in China.

Grotto templeRock massSide slopeUnderground engineeringStabilityMonitoring

张景科、谷留杨、李黎、陈卫昌、李丽慧、邹红宇、马雪雅

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兰州大学土木工程与力学学院,西部灾害与环境力学教育部重点实验室,兰州 730000,中国

中国文化遗产研究院,北京 100029,中国

中国科学院地球科学研究院,中国科学院地质与地球物理研究所,中国科学院大学地球与行星科学学院,北京 100029,中国

石窟寺 岩体 边坡 地下工程 稳定性 监测

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(6)