Review Article
Influence of Ground Temperature on Shotcrete-to-Rock Adhesion in Tunnels
Table 3
Tunnel comprehensive cooling method statistics.
| Tunnel name | Project overview | Comprehensive measures |
| Anfang Tunnel (Japan) | The water inrush temperature reaches 73°C | (1) Chemical liquid grouting for 2 m outside the upper half section of the tunnel | (2) Discharge the geothermal water with a water pump |
| A water diversion tunnel in Xinjiang (China) | The maximum temperature of the excavation surface reaches 67°C | (1) Spray watering | The maximum temperature in the drilling hole is 82°C | (2) Set up drilling equipment with its own circulating water | | (3) Reasonably arrange the high-temperature operation |
| Niangyong hydropower station diversion tunnel (China) | The ambient temperature after blasting is 48°C | (1) The spray cooling system is used to cool the environment inside the cave | The temperature of the rock surface is 52°C | (2) Cooling circulation system is used to cool the blast hole of the excavation face |
| Luquan lead factory diversion tunnel (China) | The temperature of the local surrounding rock is 76°C | (1) Spray watering | (2) Insulate high-temperature surrounding rock and add 0.03% high efficiency air-entraining agent to spray concrete | (3) For the digging puddles in the high-water temperature section, the water pump is used to discharge the hot water | (4) Transporting ice cubes to the excavation surface |
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