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岩溶地区不同溶洞位置对隧道的安全性影响特征分析

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岩溶隧道突泥涌水问题一直是工程建设的重点及难点,直接影响工程进度及施工安全,值得重点关注和深入研究。以铁路隧道穿越岩溶地区这一实际工程为背景,西安至十堰高速铁路秦楚岩溶隧道为研究原型,首先,利用Abaqus有限元软件建立三维岩溶隧道流固耦合模型;然后,选择合理渗流边界条件还原隧道原型;最后,结合现场监测结果对有限元模型进行校核,探讨不同岩溶位置、溶洞直径对铁路隧道沉降变形规律的影响情况。结果表明:隧道与溶洞距离及溶洞尺寸对隧道拱顶沉降的影响是双重的,是多样的,但溶洞尺寸的增大将会加剧地面沉降变形;当溶洞位于隧道侧方时,尺寸增加对地面沉降影响最大;当溶洞位于隧道底部时,地面沉降量值次之;当溶洞位于隧道顶部时,对应地面沉降量值最小;当溶洞位于隧道侧方时,隧道拱顶和左右拱腰的变形影响最大,当侧方溶洞的直径增大时,隧道的顶部和两侧拱形结构的变形也随之增加,并会导致隧道底部的仰拱出现隆起的趋势。研究结果为岩溶区隧道建设工程的安全性提供了依据,也为隧道安全施工技术提供了一定的参考。
Analysis of the impact characteristics of different cave positions on the safety of tunnels in karst regions
The problem of mud and water inrush in karst tunnels has always been a key and difficult point in engineering construction,directly affecting project progress and construction safety,and de-serves special attention and in-depth research.Based on the actual project of railway tunnel crossing karst areas,the Qinchu karst tunnel of Xi'an Shiyan high-speed railway was taken as the research pro-totype.Firstly,a three-dimensional karst tunnel fluid structure coupling model was established using Abaqus finite element software.Then,reasonable seepage boundary conditions were selected to restore the tunnel prototype.Finally,the finite element model was verified based on on-site monitoring results to explore the influence of different karst positions and cave diameters on the settlement and deforma-tion laws of railway tunnels.The results indicate that:The distance between the tunnel and the karst cave,as well as the size of the karst cave,have a dual and diverse impact on the settlement of the tun-nel arch.However,the increase in the size of karst caves will exacerbate ground subsidence and de-formation,with the largest impact on ground subsidence occurring when the caves are located on the side of the tunnel.When the karst cave is located at the bottom of the tunnel,the ground settlement val-ue is second;When the karst cave is located at the top of the tunnel,the corresponding ground settle-ment value is the smallest;When the karst cave is located on the side of the tunnel,the deformation of the tunnel arch crown and left and right arch waists has the greatest impact.As the diameter of the lat-eral karst cave increases,the deformation of the top and arch structures on both sides of the tunnel also increases,leading to a tendency for the inverted arch at the bottom of the tunnel to rise.The research results provide a basis for the safety of tunnel construction projects in karst areas,and also provide a certain reference for tunnel safety construction technology.

karst tunnelfluid structure coupling modelwaterproof rock disccave locationcave size

赵海峰、卞德宝、张建、刘伟、彭勃

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中铁十二局集团第四工程有限公司,陕西 西安 710021

国铁集团沈阳安监特派办,辽宁 沈阳 110023

岩溶隧道 流固耦合模型 隔水岩盘 溶洞位置 溶洞大小

2024

西安科技大学学报
西安科技大学

西安科技大学学报

CSTPCD北大核心
影响因子:1.154
ISSN:1672-9315
年,卷(期):2024.44(6)