›› 2006, Vol. 27 ›› Issue (S2): 637-642.

• 基础理论与实验研究 • 上一篇    下一篇

大型地下厂房施工期围岩变形监测成果分析

董志宏1,丁秀丽1,张 风2,王 灏2   

  1. 1. 长江科学院岩基研究所 水利部岩土力学与工程重点实验室,武汉 430019 2. 长江勘测规划设计研究院,湖北 武汉 430010
  • 收稿日期:2006-11-28 发布日期:2006-12-16
  • 作者简介:董志宏, 男,1978年生,硕士,主要从事岩石工程稳定性研究与数值分析方面的科研工作。
  • 基金资助:
    国家自然科学基金重点资助项目(50539110);国家自然科学基金重点资助项目(50639090)

Analysis of deformation monitoring of large-scale underground powerhouse during construction period

DONG Zhi-hong1, DING Xiu-li1, ZHANG Feng2,WANG Hao2   

  1. (1. Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources; Yangtze River Scientific Research Institute,Wuhan, Hubei 430019,China ; 2. Yangtze River Investigation Planning Design & Research Institute,Wuhan, Hubei 430019,China
  • Received:2006-11-28 Published:2006-12-16

摘要: 地下工程监测是工程动态设计和信息化施工的重要基础,监测成果全面、准确、及时的总结和分析上报更是其中重要的环节。乌江彭水电站地下厂房开挖尺寸大、地质条件复杂、开挖周期长、施工扰动大,为保证施工期和运行期的安全,在地下厂房区布置了大量的监测仪器,对厂房施工期围岩的变形性态与稳定性实施跟踪监测。通过监测成果分析表明:主厂房围岩总体上是稳定的,设计支护措施可以提高围岩的自稳能力,保障厂房开挖的稳定。但是受地质条件和爆破施工影响,局部围岩特别是下游边墙页岩部位岩体稳定性问题突出。

关键词: 大型地下厂房, 施工期, 围岩监测成果

Abstract: Monitoring is one of the important bases for dynamic design and information construction in underground project, and the analysis and reporting of monitoring information are even more important, if they are all-sided, accuracy and timely. The excavation of underground powerhouse of Pengshui project in Wujiang River faces many problems, such as large-scale span and height, complex geological conditions, long period, the disturbance of construction, etc. In order to ensure safety of construction and operation, many monitoring instruments were installed in underground powerhouse, which were used to monitor the deformation and stability of surrounding rockmass in construction. The analysis of monitoring results indicate: the surrounding rockmass of underground powerhouse is stable in general; design supports can enhance the self-stability of rockmass and ensure the stability of underground powerhouse; however, the stability of some local rock masses, especially the shale in the downstream sidewall are bad due to geological condition and rockmass blasting.

Key words: large-scale underground powerhouse, construction period, monitoring results of rock mass

中图分类号: 

  • TU45
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[2] 冯 帆,邱信蛟,张国新,管俊峰,王 丹,. 基于施工期变形监测的特高拱坝力学参数反演研究[J]. , 2017, 38(1): 237-246.
[3] 黄书岭 ,张 勇 ,丁秀丽 ,邬爱清 ,卢 波 ,董志宏. 大型地下厂房区域地应力场多源信息融合分析方法及工程应用[J]. , 2011, 32(7): 2057-2065.
[4] 姜谙男,刘 建,李洪东. 水布垭枢纽地下厂房开挖支护过程三维数值模拟[J]. , 2004, 25(1): 45-49.
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