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Problems and improvements of Tunnel Seismic Prediction in geological prediction of tunnels under high geotemperature and high in-situ geostress |
FAN Zhan-Feng1( ), CAI Jian-Hua2, ZHAO Wei3 |
1. School of Architecture and Civil Engineering,Chengdu University,Chengdu 610106,China 2. China Railway Southwest Research Institute Co.,Ltd.,Chengdu 611731,China 3. China Railway 18th Bureau Group Co.,Ltd.,Tianjin 300222,China |
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Abstract The Sichuan-Tibet Railway under construction has a large number of tunnels under high geotemperature and high in-situ geostress.How to improve the accuracy of advanced geological prediction of these tunnels is a major difficulty in railway construction.Taking the Tunnel Seismic Prediction (TSP) method for advanced geological prediction as an example,analyses reveal that there are two major problems in the detection of the tunnels.On is that the use of emulsion explosives and plastic detonating tubes in blastholes under a high rock-temperature is liable to cause misfires,thus affecting data acquisition.The other is that the wave velocity differences between the excavated and unexcavated areas of tunnels under high in-situ geostress are not considered in data processing.Targeting these problems,this paper proposes six improvement measures,namely researching and developing detonation packs with a thermal insulation bag,establishing intelligent engineering assessment systems based on multiple geological information,changing the models of shock initiation of the TSP,popularizing new technologies and methods of advanced geological prediction,researching and developing advanced geological prediction systems suitable for Tunnel Boring Machines (TBMs),and improving the organizational management of geological prediction.All these measures can provide references for efficient detection of advanced geological prediction of tunnels in areas with high geotemperature and high in-situ geostress.
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Received: 24 March 2021
Published: 25 February 2022
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Schematic diagram of TSP detection principle
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高温不良地质 | 雅安至昌都段/km | 昌都至林芝段/km | 雅安至林芝段合计/km | Ⅰ轻微(28~37 ℃) | 51.086 | 38.31 | 89.396 | Ⅱ-1中等(37~50 ℃) | 33.12 | 27.66 | 60.78 | Ⅱ-2中等(50~60 ℃) | 3.4 | 2.28 | 5.68 | Ⅲ严重(>60 ℃) | 2.0 | 1.41 | 3.41 | 37℃以上的段落合计 | 38.52 | 31.35 | 69.87 |
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Distribution characteristics of high geo-temperature in some tunnels of Sichuan-Tibet Railway
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21] ">
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Distribution of in-situ geostress measurement boreholes in Ya’an-Xinduqiao section of Sichuan-Tibet railway[21]
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Crack propagation experiment of jointed rock mass under different in situ stress
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Test of initiating charge pack material for thermal insulation bag
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