运营高速下伏充水房柱式采空区治理技术研究
Technology Research on Treatment of Water-Filled Room-and-Pillar Goaf under Operational Expressway
DOI: 10.12677/hjce.2025.1410257, PDF,   
作者: 张耿耿, 胡 瑞, 陈 杰:浙江交投高速公路运营管理有限公司金华管理处,浙江 金华
关键词: 高速公路房柱式采空区充水采空区注浆Expressway Room-and-Pillar Goaf Water-Filled Goaf Grouting
摘要: 本文以运营高速公路下伏充水房柱式采空区为研究对象,通过综合物探手段揭示该采空区的地质构造与空间分布特征,选取典型断面进行稳定性分析,验证了采空区上覆道路结构物处在不稳定–基本稳定状态。采用注浆法对采空区进行处治,针对富水采空区易导致浆液流失、胶结体强度不足等问题,提出“配比优化、帷幕截流、排水减压”的协同处治方案。工程实践表明,该方案可有效控制浆液扩散范围,实现了浆–水置换与动态水位平衡,验证了其在运营高速公路下伏富水采空区治理中的可行性,为类似工程提供参考。
Abstract: This paper takes the water-filled room-and-pillar goaf underlying an operational expressway as the research object. Through engineering geological investigation, the geological structure and spatial distribution characteristics of this goaf are revealed. Typical sections are selected for stability analysis, and it is verified that the road structures overlying the goaf are in an unstable to basically stable state. The grouting method is adopted to treat the goaf. Aiming at the problems of grout loss and insufficient strength of the cemented body easily caused by water-rich goaf, a synergistic treatment scheme of “proportion optimization, curtain interception and drainage decompression” is proposed. Engineering practice shows that this scheme can effectively control the grout diffusion range, realize grout-water replacement and dynamic water level balance, verify its feasibility in the treatment of water-rich goaf underlying operational expressways, and provide a reference for similar projects.
文章引用:张耿耿, 胡瑞, 陈杰. 运营高速下伏充水房柱式采空区治理技术研究[J]. 土木工程, 2025, 14(10): 2385-2392. https://doi.org/10.12677/hjce.2025.1410257

参考文献

[1] 张雪媛, 马昊宾, 许健飞, 等. 尺寸与形状效应下煤岩组合体力学特性与声发射特征分析[J]. 煤矿安全, 2022, 53(7): 45-51.
[2] 王永倩, 宣以琼. 采空区地基处理相关问题研究[J]. 安徽建筑大学学报, 2015, 23(5): 31-35.
[3] 陈璐, 余茜, 罗容, 周子龙, 曾铃, 郭一鹏. 柱式采空区矿柱失稳诱导边坡滑塌机制研究[J]. 采矿与岩层控制工程学报, 2024, 6(5): 148-163.
[4] 王东昊, 李文, 张彬, 等. 动静载作用下房柱式采空区煤柱失稳时间预测研究[J]. 中国矿业, 2023, 32(6): 123-130.
[5] 张引, 付宏博. 煤矿采空区变形破坏特征及治理措施建议[J]. 中国井矿盐, 2025, 56(4): 30-32.
[6] 李章, 王平, 鲁东枝. 山西省某高速公路下伏采空区治理工程总结[J]. 探矿工程(岩土钻掘工程), 2009, 36(S1): 292-294.
[7] 刘欣欣, 齐学元, 耿俊俊. 浅埋房柱式采空区煤柱稳定性及控制研究[J]. 采矿与岩层控制工程学报, 2024, 6(2): 104-113.
[8] 何旭辉. 硬岩采空硐室稳定性及支撑加固研究——以观音堂采空硐室为例[D]: [硕士学位论文]. 徐州: 中国矿业大学, 2022.
[9] 童立元, 刘松玉, 方磊, 邱钰. 公路路基下伏煤矿采空区注浆处理设计计算方法探讨[J]. 岩土工程学报, 2003(3): 374-376.
[10] 张志沛, 王红, 等. 某高速公路下伏煤矿采空区稳定性分析[J]. 煤田地质与勘探, 2005, 33(1): 46-48.
[11] Zhang, Y., Wang, S., Li, L., Han, J., Zhang, B., Hou, D., et al. (2020) A Preliminary Study of the Properties of Potassium Phosphate Magnesium Cement-Based Grouts Admixed with Metakaolin, Sodium Silicate and Bentonite. Construction and Building Materials, 262, Article ID: 119893. [Google Scholar] [CrossRef
[12] Lin, R., Yang, L., Pan, G., Sun, Z. and Li, J. (2021) Properties of Composite Cement-Sodium Silicate Grout Mixed with Sulphoaluminate Cement and Slag Powder in Flowing Water. Construction and Building Materials, 308, Article ID: 125040. [Google Scholar] [CrossRef