| 蓬莱阁丹崖山安全监测与分析 |
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| 引用本文： | 刘兆成,杨颖,孙涛,李登秀.蓬莱阁丹崖山安全监测与分析[J].山东地质,2011(10):39-42. |
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| 作者姓名： | 刘兆成 杨颖 孙涛 李登秀 |
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| 作者单位： | [1]山东省地矿工程勘察院,山东济南250014： [2]山东省蓬莱阁管理委员会,山东蓬莱265600 |
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| 摘 要： | 丹崖山边坡稳定性是关系古文物蓬莱阁安全的关键问题。丹崖山边坡高差大、断层裂隙发育、岩体卸荷深度大，地质条件十分复杂，边坡在施工期和运行期的稳定性问题特别突出。该文介绍了丹崖山岩体加固后的监测布置，并对岩体表面变形趋势、空间分布形态、加固后变形趋势进行分析，通过对多点位移计、锚杆测力计、锚索测力计、表面裂缝计及地表变形等监测结果进行综合分析，得到边坡岩体的变形规律。
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| 关 键 词： | 岩质高边坡 边坡加固 安全监测 变形规律 稳定性分析 蓬莱阁丹崖山 |
Security Monitoring and Analysis of Danyashan Mountain in Penglai Pavilion |
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| LIU Zhaocheng,YANG Ying,SUN Tao,LI Dengxiu.Security Monitoring and Analysis of Danyashan Mountain in Penglai Pavilion[J].Geology of Shandong,2011(10):39-42. |
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| Authors: | LIU Zhaocheng YANG Ying SUN Tao LI Dengxiu |
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| Institution: | 1. No. 801 Hydrogeology and Engineering Geology Brigade Subordinated to Shandong Bureau of Geology and Mineral Resources, Shandong Jinan 250014, China; 2. Penglai Pavilion Management Committee, Shan- dong Penglai 265600,China ) |
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| Abstract: | Slope stability of Danyashan Mountain is a critical issue related to the security of antiques Penglai Pavilion. The slope height of Danyashan Mountain is large. Its fault fissures developed well, the depth of rock unloading is large, and geological condition is very complex. The stability problems of slopes happened during the construction period are especially outstanding. Monitoring arrangement after the postrock reinforcement of Danyashan mountain has been introduced in this paper. The rock surface deformation trends, spatial distribution, deformation trend after the reinforcement have been analyzed as well. Through comprehensive analysis on results gained by using multi- point displacement meter,dynamometer bolt,anchor load,surface cracks and surface deformation, deformation rule of rock slope has been gained. |
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| Keywords: | High rock slope slope reinforcement safety monitoring deformation rule stability analysis Danyashan mountain in Penglai Pavilion |
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