The characteristics and mechanism of microwave-induced subsurface fracturing of hard rock at different burial depths

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tianyang Tong, Feng Lin, Shiping Li, Xiangxin Su
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Abstract

Microwaves can be used to fracture hard rock and have the potential to be combined with tunnel boring machines. Deep engineering rock mass is usually in a true triaxial stress state. The microwave-induced subsurface fracturing characteristics and mechanism of hard rocks at different burial depths are unclear and need to be studied for microwave application in deep engineering. In this work, using a true triaxial microwave-assisted dual-mode mechanical cutting test system, microwave irradiation tests of Chifeng basalt under different true triaxial stress states were carried out. The acoustic emission signals were monitored in real time during microwave irradiation. After microwave irradiation, the ultrasonic wave velocities were measured, and mechanical cutting tests were also conducted. The experimental results reveal that ejected rock fragments and cracks appear on the basalt surface under microwave irradiation at different true triaxial stress levels. As the true triaxial stress level increases, the ejected rock fragment mass, the area of the spalling zone, and the depth of the spalling zone center of the samples after microwave irradiation tend to increase; the total crack number and length tend to decrease; the P-wave velocity reduction rate on the sides of the sample and the cumulative acoustic emission counts exponentially decrease; and the cutting rock debris mass tends to increase. The increase in true triaxial stress promotes the formation and expansion of the spalling zone and inhibits the development of side cracks; the P-wave velocity reduction rate cannot fully reflect the cutting effect. The research results can provide guidance for the design of microwave parameters and the evaluation of microwave cracking effects under true triaxial stress conditions.
不同埋深下微波致硬岩地下破裂特征及机理
微波可用于破碎坚硬的岩石,并有可能与隧道掘进机结合使用。深部工程岩体通常处于真正的三轴应力状态。不同埋深的硬岩的微波诱导次表层断裂特征和机理尚不清楚,需要对微波在深部工程中的应用进行研究。本研究利用真三轴微波辅助双模式机械切割试验系统,对赤峰玄武岩进行了不同真三轴应力状态下的微波辐照试验。在微波辐照过程中实时监测了声发射信号。微波辐照后,测量了超声波速度,并进行了机械切割试验。实验结果表明,在不同真实三轴应力水平下,微波辐照下玄武岩表面会出现喷出的岩石碎片和裂缝。随着真三轴应力水平的增加,微波辐照后样品的喷出岩屑质量、剥落带面积和剥落带中心深度有增加的趋势;总裂纹数量和长度有减少的趋势;样品侧面的 P 波速度降低率和累积声发射次数呈指数下降;切割岩屑质量有增加的趋势。真实三轴应力的增加促进了剥落带的形成和扩展,抑制了侧面裂缝的发展;P 波速度降低率不能完全反映切割效果。研究结果可为真实三轴应力条件下的微波参数设计和微波裂缝效应评估提供指导。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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