云南泸腾公路高黎贡山深埋隧道工程地质特征与主要工程地质问题

    ENGINEERING GEOLOGICAL CHARACTERISTICS AND MAIN ENGINEERING GEOLOGICAL PROBLEMS OF DEEP-BURIED TUNNEL IN GAOLIGONG MOUNTAIN OF LUTENG HIGHWAY, YUNNAN PROVINCE

    • 摘要: 高黎贡山是横断山脉的一部分,其工程地质条件十分复杂,横穿高黎贡山的深埋隧道,可能面临高地温、高地应力、活断层、岩爆、大变形和涌水突泥等多种不良工程地质问题。基于在建高黎贡山超长深埋公路隧道的地质调绘和工程勘察资料,对该隧道工程的地质环境、工程地质特征和主要不良工程地质问题进行详细分析发现,隧道工程区的主要断裂控制了区内的主要岩体分布、水热活动带以及地下水的循环演化等,并导致深埋隧道穿越断裂带时可能遭遇断裂涌水和高温热害等不良工程地质问题。综合分析认为,高温热害是制约隧道建设的最关键因素,导致高地温的主要因素是水热活动和活动断裂作用,其中最容易出现热害的部位是断裂导水带和岩性接触带。其次是影响隧道围岩稳定性的高地应力问题,尤其是在隧道埋深超过620 m的段落存在中等岩爆风险,局部可能存在高岩爆风险。该研究结果可为更好地认识类似工程地质环境下的深埋隧道的不良工程地质问题提供参考。

       

      Abstract: The Gaoligong Mountains, part of the Hengduan Mountain Range, present highly complex engineering geological conditions. Deep-buried tunnels traversing the Gaoligong Mountains are likely to encounter a range of adverse geological issues, including high geothermal gradients, elevated ground stress, active fault zones, rock bursts, large-scale deformations, and water or mud inflow. Based on geological mapping and engineering survey data from the ongoing ultra-long, deep-buried highway tunnel in the Gaoligong Mountains, a detailed analysis of the geological environment, engineering geological characteristics, and the primary adverse geological issues has been conducted. The study reveals that the main fault zones within the tunnel construction area control the distribution of rock masses, hydrothermal activity zones, and groundwater circulation patterns. These faults may result in hazards such as fault-induced water inrush and high-temperature thermal damage when the deep-buried tunnel intersects them. A comprehensive analysis indicates that high-temperature thermal hazards are the most critical factor constraining tunnel construction. The primary causes of elevated geothermal conditions are hydrothermal activity and active faulting, with the most vulnerable areas being fault-related water-conducting zones and lithological contact zones. Additionally, high ground stress presents a significant challenge to the stability of the surrounding rock mass, particularly in sections of the tunnel with burial depths exceeding 620 m, where there is a moderate risk of rock bursts and localized high-risk areas. The findings of this study provide valuable insights for understanding adverse geological conditions in deep-buried tunnels under similar engineering geological environments.

       

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