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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (4): 852-868.DOI: 10.3973/j.issn.2096-4498.2026.04.017

• 施工技术 • 上一篇    下一篇

深埋隧洞岩爆防控三维NPR主动支护体系

侯烨1, 2, 杨朝帅1, 3, 4, *, 丁玉祥5, 胡杰5, 李红儒6, 李晓峰7, 曹双利7, 何满潮5   

  1. (1. 中铁隧道局集团有限公司, 广东 广州 511458; 2. 中铁隧道局集团建设有限公司, 广西 南宁 530006;3. 广东省隧道结构智能监控与维护企业重点实验室, 广东 广州 511458; 4. 中铁隧道勘察设计研究院有限公司,广东 广州 511458; 5. 中国矿业大学(北京) 隧道工程灾变防控与智能建养全国重点实验室, 北京 100083;6. 中国安全生产科学研究院, 北京 100012; 7. 陕西省引汉济渭工程建设有限公司, 陕西 西安 710010)
  • 出版日期:2026-04-20 发布日期:2026-04-20
  • 作者简介:侯烨(1986—),男, 安徽临泉人,2009 年毕业于安徽理工大学, 机械设计专业,本科,高级工程师,主要从事隧道及地下工程施工装备研发、隧道智能建造及品质提升科技创新与技术管理工作。 E-mail: 337481504@qq.com。*通信作者: 杨朝帅, E-mail: 394343652@qq.com。

Three-Dimensional Negative Poisson′s Ratio Active Support Systems for Rockburst Prevention and Control in Deep Tunnels

HOU Ye1, 2, YANG Chaoshuai1, 3, 4, *, DING Yuxiang5, HU Jie5, LI Hongru6, LI Xiaofeng7, CAO Shuangli7, HE Manchao5   

  1. (1. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China; 2. Construction Co., Ltd. of China Railway Tunnel Group, Nanning 530006, Guangxi, China; 3. Guangdong Provincial Key Laboratory of Intelligent Monitoring and Maintenance of Tunnel Structure, Guangzhou 511458, Guangdong, China; 4. China Railway Tunnel Consultants Co., Ltd., Guangzhou 511458, Guangdong, China; 5. State Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 6. China Academy of Safety Science and Technology, Beijing 100012, China; 7. Hanjiang-to-Weihe River Valley Water Diversion Project Construction Co., Ltd., Xi′an 710010, Shaanxi, China)
  • Online:2026-04-20 Published:2026-04-20

摘要: 为解决深埋隧洞施工中岩爆灾害对工程结构、施工进度及人员安全构成威胁的难题,突破现有支护技术在岩爆能量耗散与围岩稳定性控制方面的局限,实现岩爆灾害的高效防控,以引汉济渭工程秦岭输水隧洞为工程背景开展针对性研究。针对秦岭输水隧洞深埋段频繁发生的岩爆难题,摒弃传统被动支护的思路,采用三维NPR主动支护体系进行岩爆灾害防控试验与监测。在施工过程中,通过现场布设压力传感器、预留变形量、采用高分辨率微震监测系统,对三维NPR主动支护体系与普通被动支护的应用效果进行对比分析。得出: 1)三维NPR主动支护体系通过高预应力主动约束与能量吸收的协同作用,使岩爆爆坑深度较普通被动支护显著降低,钢拱架受力值及围岩累计变形量大幅减小,防控效果明显优于普通被动支护; 2)在围岩变形控制方面,三维NPR主动支护体系能有效缩减隧洞围岩顶部及拱腰关键部位的位移量,同时显著降低围岩塑性区分布面积,提升围岩整体稳定性; 3)通过不同支护时机的对比试验,得出支护时间越早,围岩变形速率越慢,最终破坏程度越小的规律。

关键词: 深埋隧洞, 岩爆防控, NPR锚杆, 主动支护体系, 微震监测, 数值模拟

Abstract: Rockburst disasters present serious threats to the structural integrity of deep tunnels, construction progress, and personnel safety. To address the limitations of existing support technologies in dissipating rockburst energy and maintaining the stability of surrounding rock, targeted research is conducted on the Qinling water conveyance tunnel of the South-to-North Water Diversion Project. Given the frequent rockbursts in the deep-buried section of the project, a three-dimensional negative Poisson′s ratio (NPR) active support system is implemented to replace traditional passive support methods for rockburst prevention and control. This approach includes experimental and monitoring efforts. During construction, pressure sensors, reserved deformation measurements, and a high-resolution microseismic monitoring system are deployed on-site to evaluate and compare the effectiveness of the three-dimensional NPR active support system against conventional passive support approaches. The findings are as follows: (1) The proposed system combines the synergistic effects of high prestress active confinement and energy absorption, effectively reducing the depth of rockburst craters, the stress on the steel arch frame, and the cumulative deformation of the surrounding rock, thus demonstrating superior prevention and control capabilities compared to traditional passive support approaches. (2) The system effectively minimizes displacement in critical areas, such as the tunnel crown and arch waist, and markedly reduces the distribution area of the surrounding rock′s plastic zone, thus enhancing the overall stability of the surrounding rock. (3) Comparative experiments under different support timings show that earlier support leads to slower deformation rates and lower final damage levels in the surrounding rock.

Key words: deep tunnel, rockburst prevention and control, negative Poisson′s ratio bolt, active support system, microseismic monitoring, numerical simulation