Disease Analysis and Reinforcement of Small Diversion Tunnel in Weak Expansive Mudstone Area

YUAN Dong,HU Sheng-gang,LI Yu-jie

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (11) : 44-47.

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Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (11) : 44-47. DOI: 10.11988/ckyyb.20160746
ENGINEERING SAFETY AND DISASTER PREVENTION

Disease Analysis and Reinforcement of Small Diversion Tunnel in Weak Expansive Mudstone Area

  • YUAN Dong,HU Sheng-gang,LI Yu-jie
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Abstract

With the reinforcement project of non-pressure diversion tunnel of a hydropower station in Guizhou as background, this research aims at the engineering diseases such as deformation and cracking of side wall of tunnel, detachment of rock blocks from tunnel vault and upheaving of tunnel floor caused by weak expansive mudstone. According to the geological characteristics of the study area, we analyzed the deformation of surrounding rock by means of tests and geological radar, and found that the swelling of rock triggered by long-term water immersion is the main cause of engineering diseases. Moreover, by simulating the stress and strain distribution of sidewall in 3-D model, we proposed a restoration scheme involving drainage and water insulation, supplemented by anchor reinforcement and partition demolition in severely deformed sidewall area. In addition, we put forward some requirements for construction techniques, such as the installation of check valve on sidewall and the demolition and reconstruction of sidewall. The restoration project has finally achieved good practical result.

Key words

expansive rock / diversion tunnel / disease analysis / reinforcment design / construction for danger elimination

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YUAN Dong,HU Sheng-gang,LI Yu-jie. Disease Analysis and Reinforcement of Small Diversion Tunnel in Weak Expansive Mudstone Area[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(11): 44-47 https://doi.org/10.11988/ckyyb.20160746

References

[1] 程展林,丁金华,饶锡保,等.膨胀土边坡物理模型试验研究[J].岩土工程学报,2014,36(4): 716-723.
[2] 程永辉,程展林,张元斌.降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J].岩土工程学报,2011,33(增1):409-414.
[3] 徐 晗,黄 斌,饶锡保,等.膨胀岩处理措施合理性研究[J].南水北调与水利科技,2009,7(6):139-141.
[4] 尹庭杰,梁庆国, 赵佃锦,等.引大入秦工程盘道岭隧洞病害原因浅析[J].兰州交通大学学报,2014,33(4):82-88.
[5] 程永辉,龚 泉,郭鹏杰.压差放大式逆止阀的研制及工程应用[J].raybet体育在线 院报,2017,34(6):149-154.
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