银西高铁软塑黄土隧道地表降水试验研究

Experimental Study on Ground Dewatering of the Soft Plastic Loess Tunnel on the Yinchuan-Xi′an Railway

  • 摘要: 银西高铁驿马一号隧道穿越黄土含水层,洞身黄土以软塑为主,施工中出现了渗涌水、隧底软化、黄土含水率增高、掌子面失稳、围岩稳定性变差等问题。为解决隧道施工中遇到的难题,首次在软塑黄土隧道中开展了地表超前降水试验研究。结果表明,地表降水能够疏干洞身范围内的地下水,减小股状涌水的风险,降低洞身地下水压力;降水后黄土含水率由 34.4%降到 27.2%,液性指数从 0.84降到了 0.6,改善了黄土的物理性质,提高了黄土的围岩稳定性;洞内监控量测结果表明,地表降水后隧道拱顶沉降累积量和变形速率明显降低,地表降水效果明显。

     

    Abstract: The Yima No. 1 tunnel on the Yinchuan-Xi′ an high-speed railway passes through loess aquifer, the stratum is mainly composed of the soft and plastic loess. And it encountered such construction problems as water leakage, water inflow, softening of tunnel floor, increasing of water content in loess, failure of working face, decrease of rock mass stability and so on during tunnel construction. A experimental test on advanced ground dewatering was conducted, and the results show that by means of ground dewatering it can drain the underground water around main tunnel, reduce the risk of large amount water inflow and underground water pressure; after ground dewatering, the water content of loess decreases from 34.4 % to 27.2 % and the liquidity index decreases from 0.84 to 0.6, the physical properties and stability of loess rock mass are increased. The measured and monitored data show that accumulated crown settlements and deformation rate decrease significantly and the effect of ground dewatering is obvious.

     

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