复合地层隧道稳定机理及量化评价研究进展
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U458

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国家自然科学基金项目(面上项目,重点项目,重大项目)


Stability Mechanism and Quantitative Evaluation of Tunnels in Composite Strata: A Review
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    摘要:

    隧道工程向深部推进,遇到两种或两种以上力学响应具有显著差异的岩土层组合形成的复合地层。工程实践发现,缺乏复合地层隧道的科学设计和施工方法。因此,针对复合地层隧道开展系统研究以提出科学的设计方法是确保此类隧道施工和运营安全的必要前提。对复合地层隧道渐进破坏机理、复合地层隧道围岩分级方法、复合地层隧道稳定性评价和复合地层参数空间变异性的研究现状、存在问题和发展趋势进行了归纳和总结,并提出复合地层隧道设计方法的研究基础是隧道的渐进破坏机理。

    Abstract:

    As the tunnel is dug deeply, the composite stratum is tunneled through which is formed by the combination of two or more rock and soil layers with significant difference in mechanical response. It is found from the engineering practice that the scientific design and construction methods of tunnels in composite stratum are lacking. Therefore, it is necessary to carry out systematic research on composite stratum tunnel and put forward scientific design method to ensure the safety of construction and operation of this kind of tunnel. Thus, relevant aspects such as the composite formation tunnel progressive failure mechanism research, compound formation tunnel surrounding rock classification study, compound formation tunnel stability evaluation and composite formation parameters of spatial variability study present situation, problems and development tendency were summarized and generalized. And it stated that the design method of compound formation tunnel research was based on the progressive failure mechanism of the tunnel.

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吴波,黄惟,吴兵兵. 复合地层隧道稳定机理及量化评价研究进展[J]. 科学技术与工程, 2020, 20(33): 13529-13537.
WU Bo, HUANG Wei, WU Bingbing. Stability Mechanism and Quantitative Evaluation of Tunnels in Composite Strata: A Review[J]. Science Technology and Engineering,2020,20(33):13529-13537.

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历史
  • 收稿日期:2020-03-10
  • 最后修改日期:2020-09-16
  • 录用日期:2020-05-26
  • 在线发布日期: 2020-12-18
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