甘肃北石窟寺第165窟岩体稳定性分析研究  

Stability Study of the Rock from Cave 165 in the Beishiku Cave Temple

作　　者：王逢睿 肖碧[1,2] 

机构地区：[1]中铁西北科学研究院有限公司,甘肃兰州730000 [2]兰州大学土木工程与力学学院,甘肃兰州730000

出　　处：《敦煌研究》2011年第6期65-69,127,共5页Dunhuang Research

基　　金：“十一五”国家科技支撑项目“石质文物保护关键技术研究”(2009BAK53B04)

摘　　要：甘肃北石窟寺第165窟洞室跨度大,侧壁与顶板围岩厚度较薄且岩质疏松,在各种内外营力的长期作用下,洞窟岩体稳定逐渐降低,严重威胁着洞窟和文物的安全及耐久性。本文以第165窟为例,在对石窟洞室地质条件与各类影响因素分析的基础上,对大跨度薄顶洞窟岩体的稳定性进行研究。Cave 165 in the Beishiku Cave Temple has a large span in its horizontal extension of space, and the top and side surrounding rocks are very thin and loose in structure. A low stability of the rocks caused by the long-time action of Exogenetic and Endogenic forces threatens the security and durability of the caves and the relics inside. Therefore, this paper takes the cave 165 cave as an example and presents a study of the rock stability according to geological analysis and other factors.

关 键 词：大跨度 薄顶 石窟洞室 稳定性研究 

分 类 号：K879.2[历史地理—考古学及博物馆学]