石窟寺工程地质环境分区与劣化失稳分析

    ANALYSIS OF ENGINEERING GEOLOGICAL ENVIRONMENTAL ZONING AND DEGRADATION INSTABILITY OF GROTTO TEMPLES

    • 摘要: 石窟寺是一种开凿于山崖上的洞窟式寺院遗迹。受工程地质环境影响,各区域的石窟寺面临着不同程度的劣化失稳问题。本文基于我国气候、地貌、水文和活动构造的特征,提出了石窟寺工程地质环境四大区、九小区的分区方案,分析了这些因素与石窟寺劣化失稳之间的关系,并利用层次分析法量化了它们对石窟寺的影响。研究结果表明,我国石窟寺集中分布于天山区、阿尔金山-河西走廊区、鄂尔多斯盆地区、吕梁-太行山区和四川盆地区,这些区域的石窟寺全国重点文物保护单位数量(含摩崖造像)约占全国总量的58%;石窟劣化失稳问题可分解为两大类型、八种病害及四个外部影响因素,其区域差异性受区域地质灾害和文物本体病害的发生频率和发展程度所控制;在四大分区中,活动构造和气候是石窟寺劣化失稳的主控因素,其最高权重分别可达0.53和0.37,而地貌和水文在各区域的影响较为均衡且程度较低。本研究可为石窟寺的预防性保护、稳定性监测、加固技术研发等工作提供基础性支持。

       

      Abstract: Grotto temples are a type of Buddhist relic carved into cliffs. Influenced by the engineering geological environment, grotto temples in various regions face different degrees of deterioration and instability. A zoning scheme consisting of four major zones and nine subzones for the engineering geological environment of grotto temples was proposed in this paper, based on the characteristics of climate, geomorphology, hydrology, and active tectonics in China. On this basis, the relationship between these factors and the deterioration and instability of grotto temples was analyzed, and their impacts on grotto temples were quantified using the analytic hierarchy process. The results indicate that grotto temples in China are primarily concentrated in the Tianshan Mountains region, the Altun Mountains-Hexi Corridor region, the Ordos Plateau region, the Lvliang-Taihang Mountain region, and the Sichuan Basin region. The quantity of grotto temple relics in these areas accounts for about 58% of the total in China. The issues of grotto deterioration and instability can be divided into two major categories, eight types of diseases, and four external influencing factors. Additionally, the regional nature of the deterioration and instability of grottoes is controlled by the frequency and degree of development of engineering geological disasters and the diseases of the cultural relics themselves. Among the four major zones, active tectonics and climate are the primary controlling factors for the deterioration and instability of grotto temples, with their maximum weights reaching 0.53 and 0.37, respectively. In contrast, geomorphology and hydrology have a more balanced and lower influence in each region. This study can provide basic support for the preventive conservation, stability monitoring, and reinforcement technology research and development of grotto temples.

       

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