地下水与深部开采稳定性

IF 5
Wanghua Sui, Jianguo Wang
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Another article (Title: A comprehensive review of experimental studies on shear behavior of bolted rock joints with varying rock joint and bolt parameters and normal stress, DOI:10.1002/dug2.12091) presents a systematic review of experimental investigations into shear behaviors of bolted rock joints, emphasizing the effects of joint roughness coefficient (JRC) and normal stress on shear strength. 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引用次数: 0

摘要

深地下科学与工程(DUSE)很高兴地发表了这篇关于深部开采地下水和稳定性的特刊。随着采矿作业向更深的深度发展,以满足全球对矿产资源和能源日益增长的需求,与地下水控制和岩体稳定有关的挑战变得越来越严峻。复杂的地质条件、结构非均质性和剧烈的采矿引起的扰动加剧了这些挑战。本期特刊旨在通过展示该领域的前沿研究和技术进步来应对这些挑战。本期特刊收录了12篇文章(7篇为专题文章,5篇为定期投稿文章),探讨了深部开采中地下水和岩石稳定性的各个方面。他们的贡献涵盖了广泛的主题,从水泥灌浆的热力学特性的实验研究,到不同应力条件下锚固岩石节理剪切行为的综合综述,以及工程应用中灌浆扩展的现场研究。其中一篇文章(标题:流动水条件下金属矿山崩落体中注浆扩展的现场调查,DOI:10.1002/dug2.70001)特别值得注意,该文章研究了活跃水流条件下金属矿山崩落体中注浆扩展的复杂动力学。该研究为减轻水砂混合物突水危害和推进采矿安全实践提供了重要见解。另一篇文章(标题:对不同岩石节理和锚杆参数及法向应力下锚固岩石节理剪切行为的实验研究的综合回顾,DOI:10.1002/dug2.12091)对锚固岩石节理剪切行为的实验研究进行了系统回顾,强调了节理粗糙度系数(JRC)和法向应力对抗剪强度的影响。进一步研究分析了不同应力状态下断裂带内土石混合体渗透系数的变化,建立了渗透系数与应力条件之间的定量关系(题目:不同应力状态下断裂带土石混合体渗透系数变化研究,DOI:10.1002/dug2.12100)。本期特刊进一步涵盖了几项关键研究,包括:(1)高温下深部岩石注浆应用中水泥浆液性能的热降解效应(题目:高温对深部岩石注浆水泥浆液性能的影响,DOI:10.1002/dug2.12073);(2)深部开采环境下地应力场特征演化及岩石力学性质变化(题目:滇东北深部矿山地应力场特征及岩石力学性质变化综合研究,DOI:10.1002/dug2.12124);(3)应用分布式光纤传感技术提高煤矿地质条件透明度(题目:基于分布式光纤传感技术的煤矿地质条件透明度研究,DOI:10.1002/dug2.12134)。本期特刊收录了六篇不同方向的创新研究文章:(1)爆破岩石裂隙表面微观结构表征的数字三维重建技术(题目:三维轮廓的数字重建及其在爆破后岩石裂隙表面微观结构评价中的应用,DOI:10.1002/dug2.12111);(2)将数字图像处理(DIP)技术与离散元法相结合,建立了动载荷作用下有缺陷花岗岩的数值模型。这些构建的模型可以与实际岩石图像非常接近(题目:动态加载诱导有缺陷花岗岩的破裂行为:基于DIP和PFC的研究,DOI:10.1002/dug2.12088);(3)改造矿山地下储气库开采过程中砂岩层在循环注回采荷载作用下的损伤演化过程(题目:基于离散元法的废弃矿山天然气库充放循环荷载作用下围岩损伤演化,DOI:10.1002/dug2.12099);(4)深部开采环境下地下水动态流动条件下,热-水-力耦合对单个裂隙注浆行为的影响(题目:煤矿流水条件下,热-水-力耦合对单个裂隙注浆的影响,DOI:10.1002/dug2。 12144);(5)深部矿山砂岩在循环荷载作用下的损伤演化特征、声发射模式及动荷载作用下有缺陷花岗岩的裂缝扩展行为(题目:深部矿山不同类型砂岩在高应力作用下的循环扰动损伤特征及声发射特征试验研究,DOI:10.1002/dug2.12093);(6)层间剪切带切割大型地下洞室稳定性评价案例研究(题目:中国白鹤滩水电站层间剪切带切割大型地下厂房洞室稳定性案例研究,DOI:10.1002/dug2.12094)。本文报道了一项历时9年的大型地下深洞室变形与稳定问题研究。为地下洞室稳定性分析提供了一个完整的链条:通过现场调查和实验室试验确定参数,非均质岩体稳定性数值模拟,现场监测和数值模型验证,创意替代洞室稳定性控制和现场评估。所有这些文章都提供了该领域的多学科视角和前沿见解。新闻部高度赞赏特邀编辑为本期特刊的成功所作的努力。特邀编辑:隋望华教授(中国矿业大学)、杨晓从教授(BGRIMM科技集团)、Ravi Jain院士(美国加州太平洋大学)、Dmytro Rudakov教授(乌克兰第聂伯罗理工大学)、孙亚军教授(中国矿业大学)、张斌教授(北京中国地质大学)、谭文辉教授(北京科技大学)。这期特刊所介绍的研究的广度强调了在深部开采中对地下水和岩石稳定性挑战日益增长的科学和实践关注。通过汇编这些前沿研究,DUSE旨在刺激该领域的进一步创新。我们诚挚地邀请研究人员和行业专业人士通过高质量的贡献继续推进这一关键话语,最终在全球范围内促进更安全、更可持续的深部采矿实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Groundwater and stability in deep mining

Deep Underground Science and Engineering (DUSE) is pleased to present this special issue on Groundwater and Stability in Deep Mining. As mining operations progress to greater depths to meet the growing global demand for mineral resources and energy, the challenges associated with groundwater control and rock mass stability have grown increasingly critical. These challenges are exacerbated by complex geological conditions, structural heterogeneity, and intense mining-induced disturbances. This special issue seeks to address these challenges by showcasing cutting-edge research and technological advancements in the field.

This special issue features a collection of 12 articles (seven articles for this special theme and five articles for regular submission) exploring diverse aspects of groundwater and rock stability in deep mining. The contributions span a broad range of topics, from experimental investigations of thermo-mechanical properties of cement grouts to comprehensive reviews of shear behaviors in bolted rock joints under varying stress conditions, along with field-based studies on grout propagation in engineering applications. One article (Title: Field investigation of grout propagation within a caving mass under flowing water condition in a metal mine, DOI:10.1002/dug2.70001) is particularly noteworthy, examining the complex dynamics of grout propagation within a metal mine's caving mass under active water flow conditions. This study provides critical insights for mitigating water–sand mixture inrush hazards and advancing mining safety practices. Another article (Title: A comprehensive review of experimental studies on shear behavior of bolted rock joints with varying rock joint and bolt parameters and normal stress, DOI:10.1002/dug2.12091) presents a systematic review of experimental investigations into shear behaviors of bolted rock joints, emphasizing the effects of joint roughness coefficient (JRC) and normal stress on shear strength. Further study analyzes permeability coefficient variations in soil-rock mixtures within fault zones under varying stress states, establishing quantitative relationships between permeability coefficients and stress conditions (Title: Study on the variation of the permeability coefficient of soil-rock mixtures in fault zones under different stress states, DOI:10.1002/dug2.12100).

This special issue further encompasses several critical investigations, including: (1) the thermal degradation effects on cement grout properties in deep rock grouting applications under elevated ground temperatures (Title: Effects of elevated ground temperatures on properties of cement grouts for deep rock grouting, DOI:10.1002/dug2.12073); (2) the characteristic evolution of in situ stress fields and associated rock mechanical property alterations in deep mining environments (Title: A comprehensive study on in situ stress field characteristics and changes in rock mechanical properties in deep mines in northeastern Yunnan, China, DOI:10.1002/dug2.12124); (3) the implementation of distributed fiber-optic sensing technology for enhanced geological condition transparency in coal mining operations (Title: Research on transparency of coal mine geological conditions based on distributed fiber-optic sensing technology, DOI:10.1002/dug2.12134).

This special issue include six articles on innovative studies in different directions: (1) digital 3D reconstruction techniques for microstructural characterization of blast-induced rock fracture surfaces (Title: Digital reconstruction of three-dimensional contours and its application to microstructural evaluation of postblast rock fissure surfaces, DOI:10.1002/dug2.12111); (2) the numerical models of flawed granite under dynamic loading are constructed through an integration of digital image processing (DIP) techniques with the discrete element method. These constructed models can closely resemble actual rock images (Title: Fracturing behaviors of flawed granite induced by dynamic loadings: A study based on DIP and PFC, DOI:10.1002/dug2.12088); (3) damage progression in sandstone formations subjected to cyclic injection-withdrawal loading during underground natural gas storage operations in repurposed mines (Title: Damage evolution of surrounding sandstone rock under charging-discharging cyclic loading in the natural gas storage of abandoned mines based on the discrete element method, DOI:10.1002/dug2.12099); (4) coupled thermal-hydro-mechanical effects on grout penetration behaviors in individual fractures under dynamic groundwater flow conditions in deep mining environments (Title: The effect of thermal-hydro-mechanical coupling on grouting in a single fracture under coal mine flowing water conditions, DOI:10.1002/dug2.12144); (5) damage evolution characteristics and acoustic emission patterns in sandstones under cyclic loading in deep mines and fracture propagation behaviors in flawed granite subjected to dynamic loads (Title: Experimental study on the damage characteristics of cyclic disturbance and acoustic emission characteristics of different types of sandstones under high stress in deep mines, DOI:10.1002/dug2.12093); (6) a case study on the stability assessments of large-scale underground caverns intersected by interlayer shear zones (Title: A case study on the stability of a big underground powerhouse cavern cut by an interlayer shear zone in the China Baihetan hydropower plant, DOI:10.1002/dug2.12094). This article reported a 9-year study on the deformation and stability problem of a large deep underground cavern. It provides a full chain in underground cavern stability analysis: Parameter determination through site investigations and laboratory tests, numerical simulation on the stability of heterogeneous rock masses, site monitoring and numerical model verification, creative replacement tunnels for cavern stability control and site assessment. All of these articles offer multidisciplinary perspectives and cutting-edge insights into the field.

DUSE highly appreciated the efforts of the Guest Editors for the success of this special issue. The Guest Editors are Prof. Wanghua Sui (China University of Mining and Technology), Prof. Xiaocong Yang (BGRIMM Technology Group), Academician Prof. Ravi Jain (University of the Pacific, California, USA), Prof. Dmytro Rudakov (Dnipro University of Technology, Ukraine), Prof. Yajun Sun (China University of Mining and Technology), Prof. Bin Zhang (China University of Geosciences, Beijing), and Prof. Wenhui Tan (University of Science and Technology Beijing).

The breadth of research presented in this special issue underscores the increasing scientific and practical focus on groundwater and rock stability challenges in deep mining. By compiling these cutting-edge studies, DUSE aims to stimulate further innovation in the field. We cordially invite researchers and industry professionals to continue advancing this critical discourse through high-quality contributions, ultimately promoting safer and more sustainable deep mining practices globally.

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