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Volume 47 Issue 5
Dec.  2020
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DONG Ying, ZHANG Maosheng, LI Ning, YANG Min, CHENG Xiujuan, ZHU Caihui. Methods and contents of geological safety evaluation for urban underground space development and utilization[J]. Hydrogeology & Engineering Geology, 2020, 47(5): 161-168. DOI: 10.16030/j.cnki.issn.1000-3665.201904060
Citation: DONG Ying, ZHANG Maosheng, LI Ning, YANG Min, CHENG Xiujuan, ZHU Caihui. Methods and contents of geological safety evaluation for urban underground space development and utilization[J]. Hydrogeology & Engineering Geology, 2020, 47(5): 161-168. DOI: 10.16030/j.cnki.issn.1000-3665.201904060
shu

Methods and contents of geological safety evaluation for urban underground space development and utilization

  • 1.

    State Key Laboratory of Continental Dynamics, Northwest University, Xi 'an, Shaanxi 710069, China

  • 2.

    Key Laboratory for Geo -hazards in Loess Area, Ministry of Land and Resources /Xi ' an Center of China Geology Survey, Xi ' an, Shaanxi 710054, China

  • 3.

    Institute of Geotechnical Engineering, Xi 'an University of Technology, Xi 'an, Shaanxi 710048, China

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  • Received Date: April 21, 2019
  • Revised Date: December 09, 2019
  • Available Online: December 09, 2020
    Graphical Abstract
    • Abstract

  • Geological safety evaluation of urban underground space is the basis for the development and utilization of underground space resources. However, the content, principle and method of the evaluation have not been systematically studied. Aiming at serving controlling detailed planning and construction detailed planning, this paper puts forward three aspects of the evaluation of geological safety for the development and utilization of urban underground space. One is the evaluation of self-stability of underground space and the calculation method of surrounding rock stability by subsurface and deep buried caverns is used. Based on the modified Fenner formula, the surrounding rock stability calculation method is proposed, in which the surrounding caverns shear plastic limit surface just reaches the critical condition of the surrounding rock stability. At the same time, geological models are built to simulate the caverns stability under different working conditions, a large sample database is obtained and the neural network method is used. Therefore, a new rapid underground space self-stability evaluation system is established. Second, the evaluation of stability of adjacent engineering caused by the development of urban underground space is sorted out from two aspects, including the influence of underground space development on surface engineering, and the influence between underground engineering. The third is the evaluation of the impact of the post-construction surface engineering on the stability of underground engineering by the methods of in-situ monitoring, numerical analysis and engineering analogy.

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