湘西武陵山区张吉怀铁路重大工程地质问题及工程对策

    MAJOR GEOLOGICAL PROBLEMS AND ENGINEERING COUNTERMEASURES OF ZHANGJIHUAI RAILWAY IN WULING MOUNTAIN OF WESTERN HUNAN PROVINCE

    • 摘要: 湘西武陵山区山高坡陡、河谷深切、植被茂密,地形、地质条件复杂。张吉怀铁路大部分线路走向与区域构造方向平行,存在复杂的岩溶及岩溶水、软弱破碎的岩体、广泛分布的崩塌(危岩体)等系列工程地质问题,区内地质灾害频发,高速铁路的勘察设计及施工难度极大。为确保工程施工运营安全,勘察设计阶段通过综合勘察、专项地质工作、地质选线绕避了风险高、处理难度大的不良地质;对无法绕避的采取适当的工程措施,并在施工现场及时优化调整。针对岩溶及岩溶水,开展岩溶专项勘察查清沿线岩溶分布情况,按“绕避、走高”的选线原则最大程度降低岩溶风险,并针对岩溶隧道的岩溶水识别、特征参数获取、突涌水评价等精细化岩溶勘察进行了研究;施工期间采用综合地质预报控制施工风险,对揭示的大型溶腔采取预留过水通道、基底加固回填等综合处理方案。针对软弱破碎的岩体选择影响范围最小的方案穿越断层,通过调整平纵断面避免出现长大深埋软岩隧道;采取地表袖阀管注浆、管棚超前支护等措施加固岩土体,控制隧道变形。针对大型的崩塌(危岩体)在地质选线阶段均进行了绕避,难以绕避的按“先清、后固、再防”的设计原则进行加固。本项目施工过程中未发生工程事故,自开通以来运营状况整体良好。本线形成“全尺度、全过程、立体化”的勘察设计体系,可为武陵山区规划中的黔吉、石张等铁路的建设提供借鉴。

       

      Abstract: The Wuling Mountains in western Hunan are characterized by steep slopes, deep valleys, dense vegetation, and the terrain and geological conditions are complex. The majority of the Zhangjihuai Railway route runs parallel to the regional tectonic direction, and there are a series of engineering geological problems such as complex karst and karst water, weak and fractured rock masses, and widely distributed collapses (dangerous rock masses). Geological disasters occur frequently in the area. As a result, surveying, designing, and constructing high-speed railways in this area are extremely difficult. During the survey and design stage, comprehensive survey, special geological work, and geological route selection were carried out to avoid high-risk and difficult to handle unfavorable geology; appropriate engineering measures, optimize and adjust on-site were taken to ensure project safety. For karst and karst water, a special survey was carried out to investigate the distribution of karst along the line, and the route selection principle of "avoiding and walking high" was followed to minimize the risk of karst. Research was also conducted on the identification of karst water, acquisition of characteristic parameters, and evaluation of sudden water inrush in karst tunnels. During the construction period, comprehensive geological prediction was used to control construction risks, and comprehensive treatment plans such as reserving water passages and reinforcing and backfilling the foundation were adopted for the revealed large karst cavities. Select the plan with the smallest impact range for crossing faults in weak and fractured rock masses, and avoid long and deep buried soft rock tunnels by adjusting the horizontal and vertical sections. Measures such as surface sleeve valve pipe grouting and pipe shed advanced support were taken to reinforce the rock and soil mass and control tunnel deformation. During the geological route selection stage, the large-scale collapses (dangerous rock masses) were passed around. The remaining small dangerous rock masses were reinforced according to the design principle of "clearing, consolidating, and preventing". There were no engineering accidents during the construction process of this project, and the project has been in good condition since its operating. This railway line had established a"full-scale, full-process, and three-dimensional" survey and design system, which could serve as a valuable reference for the construction of the Qian-Ji Railway and Shi-Zhang Railway in the Wuling Mountain Area.

       

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