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蓬莱阁丹崖山安全监测与分析

刘兆成 杨颖 孙涛 李登秀

山东国土资源2011,Vol.27Issue(10):39-42,4.
山东国土资源2011,Vol.27Issue(10):39-42,4.

蓬莱阁丹崖山安全监测与分析

Security Monitoring and Analysis of Danyashan Mountain in Penglai Pavilion

刘兆成 1杨颖 1孙涛 2李登秀2

作者信息

  • 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
  • 折叠

摘要

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.

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

Key words

High rock slope/slope reinforcement/safety monitoring/deformation rule/stability analysis/Danyashan mountain in Penglai Pavilion

分类

建筑与水利

引用本文复制引用

刘兆成,杨颖,孙涛,李登秀..蓬莱阁丹崖山安全监测与分析[J].山东国土资源,2011,27(10):39-42,4.

山东国土资源

1672-6979

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