强震区高岩温隧道刚柔并济综合减灾技术研究

Study on Rigid and Flexible Compound Disaster Reduction Technology for the Tunnel with High Rock Temperature in Meizoseismal Area

  • 摘要: 为进一步提高强震区高岩温隧道的震时安全性,文章以吉沃希嘎隧道为研究背景,利用有限差分软件对强震区高岩温隧道的刚柔并济综合减灾技术进行了研究。研究结果表明:仅施设减震层后,隧道结构的减震效果以及隔热效果分别为40.91%,1.4%,减灾效果有限;仅采取围岩间隔注浆措施,隧道结构的抗震效果以及阻热效果分别为46.39%,1.9%,降低了围岩对二次衬砌结构的压力,减灾效果明显;采取围岩全环间隔注浆并施设减震层,隧道结构的抗减震效果以及阻/隔热效果分别为63.38%,2.7%,刚柔并济综合措施的减灾效果最佳。研究成果可为强震区高岩温隧道的抗震减灾设防设计提供参考。

     

    Abstract: In order to improve seismic safety of the tunnel with high rock temperature in meizoseismal area, this paper studied the rigid and flexible compound disaster reduction technology by finite difference software based on a research of Jiwoxiga tunnel on the Lasa-Rikase railway. And the results show that the damping effect and thermal insulation effect of tunnel structure are 40.91% and 1.4% respectively if only shock absorption layer is laid; the antiseismic effect and heat resistance effect of tunnel structure are 46.39% and 1.9% respectively if only interval injection of surrounding rock is taken and the pressure of surrounding rocks on secondary lining structure is reduced; the anti-seismic and damping effect, heat resistance or isolation effect of tunnel structure are 63.38% and 2.7% respectively if full-ring interval injection of surrounding rock is conducted and shock absorption layer is laid. The disaster reduction effect of the rigid and flexible compound technology is the best.

     

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