A comprehensive stability evaluation method integrating similarity analysis, numerical simulation, and theoretical analysis and its application in Cave 32, the North Grotto Temple, China

IF 3.5 2区 综合性期刊 0 ARCHAEOLOGY
Xulei Chen , Lihui Li , Beixiu Huang , Jingke Zhang , Li Li
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引用次数: 0

Abstract

The grotto temples are rock-cut architecture originally constructed for religious purposes. These caves, carved in cliffs, have been eroded by natural forces and destroyed by human activities over an extended period. Accurate stability assessment serves as the foundation for the preventive protection of the caves. However, an integrated evaluation system has not been developed to date due to diverse variations in the mechanisms of disease formation, influencing factors, material properties, and structural characteristics. In this paper, we proposed a comprehensive stability assessment method for grottoes, integrating similarity analysis, numerical simulation, and theoretical analysis. The methodology comprises four key steps: (i) We collected essential attribute parameters related to grotto stability from representative grottoes in China to establish a database. Through similarity calculation of these control parameters between the research object and database, a distance discrimination model incorporating expert experience was trained for the cave's initial and rapid stability grading; (ii) Establishment of a refined 3D numerical model of the cave based on point cloud data obtained through laser scanners and UAV, and numerical analysis to determine the stress and displacement distribution and identify potential failure zones; (iii) the Limit Equilibrium Method (LEM) further was employed for quantitative calculations of stability factor of vulnerable zones revealed by numerical modeling; (iv) Methodology comparison and discussion to obtain the comprehensive results. The established procedure has been successfully applied in Cave 32 of the North Grotto Temple in China, which demonstrates its potential as a pioneering framework for the precise evaluation of similar cases, contributing to the preservation of stone cultural relics.
相似分析、数值模拟与理论分析相结合的稳定性综合评价方法及其在北窟寺第32窟的应用
石窟寺庙是由岩石凿成的建筑,最初是为了宗教目的而建造的。这些雕刻在悬崖上的洞穴,在很长一段时间里被自然力量侵蚀,被人类活动破坏。准确的稳定性评估是对溶洞进行预防性保护的基础。然而,由于疾病形成机制、影响因素、材料特性和结构特征等方面存在多种差异,至今尚未形成一套完整的评价体系。本文提出了一种集相似分析、数值模拟和理论分析为一体的石窟稳定性综合评价方法。该方法包括四个关键步骤:(1)收集中国代表性石窟稳定性的基本属性参数,建立数据库;通过研究对象与数据库控制参数的相似度计算,建立了结合专家经验的洞穴初始和快速稳定性分级距离判别模型;(ii)基于激光扫描仪和无人机获取的点云数据,建立精细化的洞室三维数值模型,并进行数值分析,确定应力和位移分布,识别潜在破坏区域;(iii)进一步采用极限平衡法(LEM)对数值模拟揭示的脆弱区稳定系数进行定量计算;(四)方法比较和讨论,得出综合结果。所建立的程序已成功应用于中国北石窟寺第32窟,这表明了它作为精确评估类似案例的开创性框架的潜力,有助于保护石质文物。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Cultural Heritage
Journal of Cultural Heritage 综合性期刊-材料科学:综合
CiteScore
6.80
自引率
9.70%
发文量
166
审稿时长
52 days
期刊介绍: The Journal of Cultural Heritage publishes original papers which comprise previously unpublished data and present innovative methods concerning all aspects of science and technology of cultural heritage as well as interpretation and theoretical issues related to preservation.
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