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毛羽山特长公路软岩隧道初始地应力反演分析

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Inverse analysis of initial ground stress field in Maoyushan extra-long soft rock highway tunnel

期刊信息

合肥工业大学（自然科学版），2025年7月，第48卷第7期：983-988，995

DOI: 10.3969/j.issn.1003-5060.2025.07.019

作者信息

陶文斌 $ ^{1,2} $，张志峰 $ ^{1} $，王飞 $ ^{1} $，朱方华 $ ^{1,3} $，吴华 $ ^{1} $，侯俊领 $ ^{4} $

（1. 安徽省交通规划设计研究总院股份有限公司，安徽合肥 230088；2. 合肥工业大学资源与环境工程学院，安徽合肥 230009；3. 池州学院地理与规划学院，安徽池州 247000；4. 攀枝花学院钒钛学院，四川攀枝花 617000）

摘要和关键词

摘要: 针对毛羽山公路隧道工程区地质构造的复杂性,为探明毛羽山公路隧道轴线方向的初始地应力场状态,文章基于现场水压致裂法获得隧道初始地应力实测数据,利用ANSYS软件建立毛羽山隧道工程区三维计算模型,计算得到水压致裂法各测点位置的地应力量值,运用多元回归方法对毛羽山公路隧道全长范围内轴线方向上的初始应力分布规律开展反演分析。实测地应力数据表明毛羽山隧道工程区构造应力在地应力分布中占主导地位,最大水平主应力以西北—东南向挤压为主。基于数值模拟展开的多元线性回归分析,获得的初始地应力回归计算值与实测值较为接近,误差基本控制在20%以内,验证了反演回归计算结果的合理性。通过毛羽山地应力反演回归计算表明,毛羽山隧道工程区作用应力从大到小依次为最大水平主应力 $ \sigma_{H} $、垂直应力 $ \sigma_{v} $、最小水平主应力 $ \sigma_{h} $,且最大水平主应力与最小水平主应力的量值差距较大,隧道平面内存在较大的剪应力,易导致围岩产生过大变形或破坏。该研究成果对毛羽山公路隧道支护结构的设计、围岩稳定性的评判及施工加固方案的选择具有重要的指导意义和应用价值。

关键词: 软岩隧道；初始地应力；水压致裂法；多元回归分析

Authors

TAO Wenbin $ ^{1,2} $, ZHANG Zhifeng $ ^{1} $, WANG Fei $ ^{1} $, ZHU Fanghua $ ^{1,3} $, WU Hua $ ^{1} $, HOU Junling $ ^{4} $

(1, Anhui Transport Consulting and Design Institute Co., Ltd., Hefei 230088, China; 2. School of Resources and Environmental Engineering, Hefei University of Technology, Hefei 230009, China; 3. School of Geography and Planning, Chizhou University, Chizhou 247000, China; 4. School of Vanadium and Titanium, Panzhihua University, Panzhihua 617000, China)

Abstract and Keywords

Abstract: In view of the complex geological structure in the Maoyushan highway tunnel project area, it is necessary to ascertain the initial ground stress field state along the axis direction of the Maoyushan highway tunnel. In this paper, the in situ hydraulic fracturing method is adopted to obtain the measured data of initial ground stress in the tunnel project area, and then the ANSYS software is used to establish the three-dimensional calculation model of the Maoyushan tunnel project area, the ground stress values at each measuring point of the hydraulic fracturing method are calculated, and finally the multiple regression method is used to carry out the inverse analysis of the initial stress distribution law in the axial direction within the full length of the Maoyushan highway tunnel. The measured ground stress data show that the tectonic stress in the Maoyushan tunnel project area is dominant in the distribution of ground stress, and the maximum horizontal principal stress is dominated by northwest-southeast compression. The multiple linear regression analysis is carried out by numerical simulation. The initial ground stress regression calculation value obtained is relatively close to the measured value, and the error is basically controlled within 20%, which verifies the rationality of the inverse regression calculation result. The inverse regression calculation shows that the stresses acting over the Maoyushan tunnel project area in descending order are: the maximum horizontal principal stress $ \sigma_{H} $, vertical stress $ \sigma_{v} $, and minimum horizontal principal stress $ \sigma_{h} $, and the magnitude difference between the maximum horizontal principal stress and the minimum horizontal principal stress is large. There is a large shear stress in the tunnel plane, which is likely to cause excessive deformation or damage to the surrounding rock. The research results have important guiding significance and application value for the design of supporting structure, evaluation of surrounding rock stability and selection of construction reinforcement scheme of Maoyushan highway tunnel.

Keywords: soft rock tunnel; initial ground stress; hydraulic fracturing method; multiple regression analysis

基金信息

安徽省自然科学基金资助项目(2208085ME118);深部煤矿采动响应与灾害防控国家重点实验室开放基金资助项目(SKLMRDPC21KF13)

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