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Preliminary research and scheme design of deep underground in situ geo-information detection experiment for Geology in Time 被引量:2
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作者 Heping Xie Ru Zhang +13 位作者 Zetian Zhang Yinshuang Ai Jianhui Deng Yun Chen Yong Zhou Mingchuan Li Liqiang Liu Mingzhong Gao Zeqian Yang Weiqiang Ling Heng Gao Qijun Hao Kun Xiao Chendi Lou 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2024年第1期1-13,共13页
The deep earth,deep sea,and deep space are the main parts of the national“three deep”strategy,which is in the forefront of the strategic deployment clearly defined in China’s 14th Five-Year Plan(2021-2025)and the L... The deep earth,deep sea,and deep space are the main parts of the national“three deep”strategy,which is in the forefront of the strategic deployment clearly defined in China’s 14th Five-Year Plan(2021-2025)and the Long-Range Objectives Through the Year 2035.It is important to reveal the evolutionary process and mechanism of deep tectonics to understand the earth’s past,present and future.The academic con-notation of Geology in Time has been given for the first time,which refers to the multi-field evolution response process of geological bodies at different time and spatial scales caused by geological processes inside and outside the Earth.Based on the deep in situ detection space and the unique geological envi-ronment of China Jinping Underground Laboratory,the scientific issue of the correlation mechanism and law between deep internal time-varying and shallow geological response is given attention.Innovative research and frontier exploration on deep underground in situ geo-information detection experiments for Geology in Time are designed to be carried out,which will have the potential to explore the driving force of Geology in Time,reveal essential laws of deep earth science,and explore innovative technologies in deep underground engineering. 展开更多
关键词 deep underground Geology in Time China Jinping underground Laboratory In situ detection
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Dynamic responses of deep underground explosions based on improved Grigorian model 被引量:1
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作者 陈万祥 范新 +1 位作者 郭志昆 王明洋 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期323-331,共9页
It is important to investigate the dynamic behaviors of deep rocks near explosion cavity to reveal the mechanisms of deformations and fractures. Some improvements are carried out for Grigorian model with focuses on th... It is important to investigate the dynamic behaviors of deep rocks near explosion cavity to reveal the mechanisms of deformations and fractures. Some improvements are carried out for Grigorian model with focuses on the dilation effects and the relaxation effects of deep rocks, and the high pressure equations of states with Mie-Grüneisen form are also established. Numerical calculations of free field parameters for deep underground explosions are carried out based on the user subroutines which are compiled by means of the secondary development functions of LS-DYNA9703 D software. The histories of radial stress, radial velocity and radial displacement of rock particles are obtained, and the calculation results are compared with those of U.S. Hardhat nuclear test. It is indicated that the dynamic responses of free field for deep underground explosions are well simulated based on improved Grigorian model, and the calculation results are in good agreement with the data of U.S. Hardhat nuclear test. The peak values of particle velocities are consistent with those of test, but the waveform widths and the rising times are obviously greater than those without dilation effects. The attenuation rates of particle velocities are greater than the calculation results with classic plastic model, and they are consistent with the results of Hardhat nuclear test. The attenuation behaviors and the rising times of stress waves are well shown by introducing dilation effects and relaxation effects into the calculation model. Therefore, the defects of Grigorian model are avoided. It is also indicated that the initial stress has obvious influences on the waveforms of radial stress and the radial displacements of rock particles. 展开更多
关键词 underground explosion deep rock Grigorian model numerical calculation dynamic response
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Underground laboratories·Deep underground observation·Scientific questions——Insights from observations of multi-physic fields in deep underground labs 被引量:1
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作者 Huiqi REN Yun WANG +7 位作者 Chang CHEN Guangyu FU Longqing QIU Lianghui GUO Chengliang XIE Yongsheng HE Heping SUN Jiwen TENG 《Science China Earth Sciences》 2025年第2期343-362,共20页
This paper presents a comprehensive review on recent development and research conducted in domestic and international underground laboratories. We first introduce the differences in three environments—surface, mounta... This paper presents a comprehensive review on recent development and research conducted in domestic and international underground laboratories. We first introduce the differences in three environments—surface, mountain tunnel cavities and underground coal mine tunnels—by examining cosmic ray background, ambient noises related to gravity and seismic measurement, and electromagnetic noises in magnetic and magnetotelluric measurements. We highlight potential misuse of the term Underground Lab or Deep Underground Lab when describing observations in different physical fields. We introduce unique features of underground coal mine tunnels in China, such as large spaces, ultra-quiet conditions, and ultra-clean environments. When comparing with mountain tunnel cavities and borehole observations, coal mine tunnel observations have superior long-term stability and high precision. Through observations and comparisons of multi-physic fields at surface and the deep underground, we find that the higher SNR seismic observations conducted in deep underground tunnels in coal mines are beneficial to improve velocity tomography of the solid earth. The gravity observation with a Superconducting Quantum Interference Device(SQUID) makes it possibly to capture slow earthquake, which has not been observed previously in the Chinese mainland. SQUID magnetic observations can detect fluctuations as weak as femto-Tesla(fT), enabling us to explore the attenuation of Schumann Resonance down to the solid Earth. This opens opportunities to investigate the connections between the Earth's magnetic field and the interactions within the human brain and heart. To improve the precision of quantum measurement,we should consider the possible effects of weak magnetic disturbances in deep underground environments. Finally, we discuss the importance of deep underground laboratories, observing facilities and techniques deployed in these laboratories, and their possible connection with respect to “deep space” and “deep ocean” exploration, emphasizing the need for focused research on various scientific challenges. We hope to encourage greater attention to deep underground laboratory and high-precision scientific observation. 展开更多
关键词 deep underground Multi-physic fields Super-high precision Slow earthquake Schumann Resonance Quantum measurement
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Observation and research of deep underground multi-physical fields—Huainan–848 m deep experiment 被引量:4
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作者 Yun WANG Yaxin YANG +9 位作者 Heping SUN Chengliang XIE Qisheng ZHANG Xiaoming CUI Chang CHEN Yongsheng HE Qiangqiang MIAO Chaomin MU Lianghui GUO Jiwen TENG 《Science China Earth Sciences》 SCIE EI CAS CSCD 2023年第1期54-70,共17页
Compared with the surface,the deep environment has the advantages of allowing“super-quiet and ultra-clean”-geophysical field observation with low vibration noise and little electromagnetic interference,which are con... Compared with the surface,the deep environment has the advantages of allowing“super-quiet and ultra-clean”-geophysical field observation with low vibration noise and little electromagnetic interference,which are conducive to the realization of long-term and high-precision observation of multi-physical fields,thus enabling the solution of a series of geoscience problems.In the Panyidong Coal Mine,where there are extensive underground tunnels at the depth of 848 m below sea level,we carried out the first deep-underground geophysical observations,including radioactivity,gravity,magnetic,magnetotelluric,background vibration and six-component seismic observations.We concluded from these measurements that(1)the background of deep subsurface gravity noise in the long-period frequency band less than 2 Hz is nearly two orders of magnitude weaker than that in the surface observation environment;(2)the underground electric field is obviously weaker than the surface electric field,and the relatively high frequency of the underground field,greater than 1 Hz,is more than two orders of magnitude weaker than that of the surface electric field;the east-west magnetic field underground is approximately the same as that at the surface;the relatively high-frequency north-south magnetic field underground,below 10 Hz,is at least one order of magnitude lower than that at the surface,showing that the underground has a clean electromagnetic environment;(3)in addition to the highfrequency and single-frequency noises introduced by underground human activities,the deep underground space has a significantly lower background vibration noise than the surface,which is very beneficial to the detection of weak earthquake and gravity signals;and(4)the underground roadway support system built with ferromagnetic material interferes the geomagnetic field.We also found that for deep observation in the“ultra-quiet and ultra-clean”environment,the existing geophysical equipment and observation technology have problems of poor adaptability and insufficient precision as well as data cleaning problems,such as the effective separation of the signal and noise of deep observation data.It is also urgent to interpret and comprehensively utilize these high-precision multi-physics observation data. 展开更多
关键词 Multi-physical fields RADIOACTIVITY GRAVITY GEOMAGNETIC Electromagnetic EARTHQUAKE Observations deep underground
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Author Guidelines
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《Deep Underground Science and Engineering》 2026年第1期F0003-F0003,共1页
Deep Underground Science and Engineering(DUSE)is a new international journal(Online ISSN:2770-1328;Print ISSN:2097-0668)launched by China University of Mining and Technology.The Journal is managed by a renowned intern... Deep Underground Science and Engineering(DUSE)is a new international journal(Online ISSN:2770-1328;Print ISSN:2097-0668)launched by China University of Mining and Technology.The Journal is managed by a renowned international publisher John Wiley&Sons Australia,Ltd.and published quarterly in English.The Journal is devoted to building a mainstream academic exchange platform,focusing on forefront research and striving to become a world class scientifi c and technological journal. 展开更多
关键词 deep underground science engineering world class scientific technological journal deep underground science engineering duse academic exchange platform forefront research building mainstream academic exchange platformfocusing
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基于FCC-Deeplabv3+的城市地下管道缺陷语义分割方法
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作者 田淙文 李波 +2 位作者 蓝雯飞 潘禹欣 姚为 《中南民族大学学报(自然科学版)》 CAS 2025年第1期107-117,共11页
城市地下管道图像缺陷具有种类多、背景复杂、噪声多、缺陷尺度变化大等特点,导致目前城市地下管道缺陷分割算法精度不够高.本研究提出了一种基于Deeplabv3+的改进分割模型FCC-Deeplabv3+,并将该模型首次应用到城市地下管道缺陷分割.结... 城市地下管道图像缺陷具有种类多、背景复杂、噪声多、缺陷尺度变化大等特点,导致目前城市地下管道缺陷分割算法精度不够高.本研究提出了一种基于Deeplabv3+的改进分割模型FCC-Deeplabv3+,并将该模型首次应用到城市地下管道缺陷分割.结合十字交叉注意力机制,使模型在预测时获取更丰富的上下文信息;提出了改进的解码器上采样策略,引入多尺度信息,减少中间层信息的丢失;使用基于增强的对比学习策略监督模型,提升了模型分割能力.此外,针对目前城市地下管道缺陷分割领域没有公开数据集的情况,基于Sewer-ML公开数据集,进行数据标注工作,构建了包含900张用于缺陷分割任务的数据集.通过实验验证了提出的缺陷分割模型的有效性及实时性,对比原始Deeplabv3+模型,mIoU提升了3.73%,mPA也提升了1.67%,并且相比其他基于深度学习的语义分割算法,也具有一定优势. 展开更多
关键词 FCC-deeplabv3+算法 缺陷分割 城市地下管道 十字交叉注意力 对比学习 深度监督
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我国超大城市地下空间韧性发展路径及战略 被引量:1
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作者 陈湘生 苏栋 +4 位作者 吴泽洲 韩凯航 林星涛 曹香鹏 陈伟斌 《中国科学院院刊》 北大核心 2026年第2期244-259,共16页
随着我国城镇化进入“存量提质增效”阶段,超大城市面临资源约束与安全风险的双重压力,地下空间作为城市韧性关键载体,其高质量发展具有紧迫的战略意义。文章系统剖析我国超大城市地下空间发展现状、面临挑战与未来趋势,聚焦“既有空间... 随着我国城镇化进入“存量提质增效”阶段,超大城市面临资源约束与安全风险的双重压力,地下空间作为城市韧性关键载体,其高质量发展具有紧迫的战略意义。文章系统剖析我国超大城市地下空间发展现状、面临挑战与未来趋势,聚焦“既有空间韧性提升”与“深层空间韧性开发”两大核心议题,提出覆盖“数字底座—智能平台—关键技术—协同治理”的体系化发展路径。文章研究指出,应通过构建三维数字孪生底座、智能监测管控平台、材料—装备—平台协同的韧性提升技术体系,以及跨部门协同治理机制,全面提升地下空间在灾害预防、应急响应与快速恢复方面的能力。针对深层开发,文章提出“规划—设计—施工—运维”全链条科学路径与“规划—运维—政策”协同的韧性治理框架,以期为我国超大城市地下空间韧性发展提供系统性战略参考。 展开更多
关键词 超大城市 地下空间 韧性 数字孪生 深层开发 治理体系
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深部煤炭地下气化产物调控与气化腔封存CO_(2)的研究进展及主要挑战
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作者 秦波涛 李怀展 +2 位作者 申建 冯乐乐 董脉帆 《煤炭学报》 北大核心 2026年第1期721-740,共20页
煤炭地下气化(UCG)是将地下煤炭通过可控燃烧原位转化为可燃气体(H2、CH4、CO等)的化学采矿方法,是深部煤炭资源实现清洁高效利用的重要技术手段。煤炭地下气化结束后会形成大量气化腔,是实现二氧化碳地质封存的优质天然空间。然而,目... 煤炭地下气化(UCG)是将地下煤炭通过可控燃烧原位转化为可燃气体(H2、CH4、CO等)的化学采矿方法,是深部煤炭资源实现清洁高效利用的重要技术手段。煤炭地下气化结束后会形成大量气化腔,是实现二氧化碳地质封存的优质天然空间。然而,目前煤炭地下气化存在反应过程控制难、产气品质和稳定性差、气化腔稳定性难以保证、盖层长效密封性不佳等问题,制约了该技术的推广应用。论文聚焦深部煤炭地下气化耦合二氧化碳封存(UCG-CCS)的发展前景,系统地梳理了三方面的国内外研究进展:一是地下气化产物生成规律与调控方法;二是多场耦合条件下气化腔三维演化特征;三是气化腔封存CO_(2)热烧变围岩密封性动态演化机制。在此基础上,凝练出了目前需要迫切解决的3个核心科学难题:(1)原生致密煤体热质输运条件下高效产气调控机制不清;(2)多场耦合条件下煤炭地下气化腔围岩次生弱面形成机制不明;(3)化学-力学耦合作用下气化腔密封性动态演化机制不清。进而,总结了UCG-CCS面临的三大关键挑战:如何实现煤炭地下气化长期稳定高效产气、如何实现高采出率条件下气化腔结构稳定性控制、以及如何实现煤炭地下气化腔CO_(2)长效安全封存。最后,展望了未来研究的攻关方向,为实现深部煤炭资源的清洁高效开发利用与二氧化碳的长效安全封存提供参考。 展开更多
关键词 深部煤炭地下气化 二氧化碳封存 产物调控 围岩稳定性 气化腔密封性
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基于M估计的电磁传感器自噪声分析
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作者 田一行 万文涛 +3 位作者 乔帅 张政 陈畅 谢成良 《地球物理学报》 北大核心 2026年第3期1323-1334,共12页
传感器自噪声是地球物理仪器性能及观测信号有效性评估的重要指标.本文提出基于M估计的自噪声多通道相关分析法,利用实际观测信号计算电磁传感器的自噪声功率谱概率密度函数,继而使用M估计算法获得传感器的自噪声幅频特征.该方法在充分... 传感器自噪声是地球物理仪器性能及观测信号有效性评估的重要指标.本文提出基于M估计的自噪声多通道相关分析法,利用实际观测信号计算电磁传感器的自噪声功率谱概率密度函数,继而使用M估计算法获得传感器的自噪声幅频特征.该方法在充分利用观测样本数据的同时,可降低异常通道或窗口数据引起的“飞点”影响,提升自噪声估算结果的可靠性和稳健性.基于地下空间实验室中磁感应线圈、磁通门及Pb-PbCl2不极化电极等典型电磁传感器观测数据的应用实例表明,该方法能够在实际噪声环境下,获得稳健的电磁传感器自噪声估算结果.本文方法对于实际工程应用中传感器自噪声的快速检测及弱信号的有效性分析等工作具有一定的应用价值. 展开更多
关键词 电磁传感器 多通道相关分析 自噪声 M估计 深地观测
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Mechanical behaviors of coal measures and ground control technologies for China's deep coal mines-A review 被引量:35
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作者 Hongpu Kang Fuqiang Gao +1 位作者 Gang Xu Huaiwei Ren 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第1期37-65,共29页
This paper reviews the major achievements in terms of mechanical behaviors of coal measures,mining stress distribution characteristics and ground control in China’s deep underground coal mining.The three main aspects... This paper reviews the major achievements in terms of mechanical behaviors of coal measures,mining stress distribution characteristics and ground control in China’s deep underground coal mining.The three main aspects of this review are coal measure mechanics,mining disturbance mechanics,and rock support mechanics.Previous studies related to these three topics are reviewed,including the geo-mechanical properties of coal measures,distribution and evolution characteristics of mining-induced stresses,evolution characteristics of mining-induced structures,and principles and technologies of ground control in both deep roadways and longwall faces.A discussion is made to explain the structural and mechanical properties of coal measures in China’s deep coal mining practices,the types and dis-tribution characteristics of in situ stresses in underground coal mines,and the distribution of mining-induced stress that forms under different geological and engineering conditions.The theory of pre-tensioned rock bolting has been proved to be suitable for ground control of deep underground coal roadways.The use of combined ground control technology(e.g.ground support,rock mass modification,and destressing)has been demonstrated to be an effective measure for rock control of deep roadways.The developed hydraulic shields for 1000 m deep ultra-long working face can effectively improve the stability of surrounding rocks and mining efficiency in the longwall face.The ground control challenges in deep underground coal mines in China are discussed,and further research is recommended in terms of theory and technology for ground control in deep roadways and longwall faces. 展开更多
关键词 deep underground coal mine Mechanical behavior Mining-induced stress Mining-induced fractures Ground control for roadways Ground control for working face
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Analysis and Design Innovation on Underground Gasifier for Medium-Deep Coal Seam 被引量:1
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作者 Kong Lingfeng Zhan Enqiang Zhao Chenhui 《China Oil & Gas》 CAS 2019年第4期32-37,共6页
Over the past 80 years,dozens of underground coal gasification(UCG)mine field tests have been carried out around the world.However,in the early days,only a small number of shallow UCG projects in the former Soviet Uni... Over the past 80 years,dozens of underground coal gasification(UCG)mine field tests have been carried out around the world.However,in the early days,only a small number of shallow UCG projects in the former Soviet Union achieved commercialised production.In this century,a few pilot projects in Australia also achieved short-term small-scale commercialised production using modern UCG technology.However,the commercialisation of UCG,especially medium-deep UCG projects with good development prospects but difficult underground engineering conditions,has not progressed smoothly around the world.Considering investment economy,a single gasifier must realise a high daily output and accumulated output,as well as hold a long gasification tunnel to control a large number of coal resources.However,a long gasification tunnel can easily be affected by blockages and failure,for which the remedial solutions are difficult and expensive,which greatly restricts the investment economy.The design of the underground gasifier determines the success or failure of UCG projects,and it also requires the related petroleum engineering technology.Combining the advantages of the linear horizontal well(L-CRIP)and parallel horizontal well(P-CRIP),this paper proposes a new design scheme for an“inclined ladder”underground gasifier.That is to say,the combination of the main shaft of paired P-CRIP and multiple branch horizontal well gasification tunnels is adopted to realise the control of a large number of coal resources in a single gasifier.The completion of the main shaft by well cementation is beneficial for maintaining the integrity of the main shaft and the stability of the main structure.The branch horizontal well is used as the gasification tunnel,but the length and number of retracting injection points are limited,effectively reducing the probability of blockage or failure.The branch horizontal well spacing can be adjusted flexibly to avoid minor faults and large cracks,which is conducive to increasing the resource utilisation rate.In addition,for multi-layer thin coal seams or ultra-thick coal seams,a multi-layer gasifier sharing vertical well sections can be deployed,thereby saving investment on the vertical well sections.Through preliminary analysis,this gasifier design scheme can be realised in engineering,making it suitable for largescale deployment where it can increase the resource utilisation rate and ensure stable and controllable operations.The new gasifier has outstanding advantages in investment economy,and good prospects for application in the commercial UCG projects of medium-deep coal seams. 展开更多
关键词 underground COAL Gasification(UCG) Medium-deep COAL Seam Controlled Retracting Injection Point(CRIP) Parallel HORIZONTAL WELL Pair Branch HORIZONTAL WELL “Inclined Ladder”underground GASIFIER Cluster Coiled Tubing Flexible and Combustible Tubing GASIFICATION Tunnel GASIFICATION Chamber Coal-based Syngas
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考虑时间效应和水压影响的井壁与围岩相互作用分析方法
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作者 陈斌 莫品强 +2 位作者 丁昱琪 王子元 周国庆 《施工技术(中英文)》 2026年第1期106-113,共8页
随着西部煤炭资源开采逐步向深部进军,复杂围岩环境中立井井筒的设计与施工正面临前所未有的挑战。结合岩土介质小孔扩张理论,基于黏弹塑性围岩特性分析了围岩在卸载过程中的力学行为,构建了考虑时间效应和水压影响的井壁与围岩协同承... 随着西部煤炭资源开采逐步向深部进军,复杂围岩环境中立井井筒的设计与施工正面临前所未有的挑战。结合岩土介质小孔扩张理论,基于黏弹塑性围岩特性分析了围岩在卸载过程中的力学行为,构建了考虑时间效应和水压影响的井壁与围岩协同承载分析方法。通过研究围岩性质、地层埋深、外壁水压等多因素对井壁荷载的综合影响,揭示了立井井壁与围岩相互作用的复杂机制。针对西部地区特有的地质条件和工程需求,提出了一种考虑井筒安全系数的井壁优化设计方法,为保障矿井安全提供坚实的理论和技术支撑。 展开更多
关键词 深地工程 矿井 井壁 围岩 时间效应 协同承载
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安全疏散导向的城市深层地下空间建筑模型构建
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作者 南又源 李超 +1 位作者 杨瑞航 周铁军 《世界建筑》 2026年第1期94-100,共7页
针对城市深层地下空间复杂结构与灾害突发性强等带来的安全疏散挑战,本文以安全疏散为导向,结合本质安全理论与复杂网络理论,构建以硐室与亚安全区为节点、疏散路径为线的疏散网络体系。结合地下工程规范中的空间参数标准,集成了硐室、... 针对城市深层地下空间复杂结构与灾害突发性强等带来的安全疏散挑战,本文以安全疏散为导向,结合本质安全理论与复杂网络理论,构建以硐室与亚安全区为节点、疏散路径为线的疏散网络体系。结合地下工程规范中的空间参数标准,集成了硐室、水平疏散通道、竖向疏散设施与亚安全区的分级与容量阈值等要素,实现了模型与工程规范的双向兼容。研究为深层地下空间的安全疏散设计提供了兼具理论系统性与工程实践性的解决方案。 展开更多
关键词 深层地下空间 安全疏散 基本形态 立体疏散网络 建筑模型
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融合深度学习网络的地下储气库微震时序智能预测模型及其应用
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作者 刘新涛 曹晓辉 +2 位作者 杜睿山 孟令东 马速超 《现代地质》 北大核心 2026年第1期275-286,共12页
地下储气库动态安全运行离不开对注采扰动引起微震活动的准确预测。针对微震时序中存在的强非线性耦合、外部注采扰动的滞后效应以及多尺度演化模式难以精确建模的问题,本研究提出了一种融合扩展型长短期记忆网络(xLSTM)与Informer结构... 地下储气库动态安全运行离不开对注采扰动引起微震活动的准确预测。针对微震时序中存在的强非线性耦合、外部注采扰动的滞后效应以及多尺度演化模式难以精确建模的问题,本研究提出了一种融合扩展型长短期记忆网络(xLSTM)与Informer结构的微震时序预测模型。在数据处理环节,构建了包含注采速率、井口压力、温度等多源工程参数的特征集,并采用皮尔逊相关系数与互信息方法筛选关键驱动特征,以增强输入的代表性;在模型设计上,引入xLSTM以强化短期动态扰动与时滞响应的建模能力,同时采用Informer的稀疏自注意力机制与层次化蒸馏编码结构,实现对长周期依赖与全局演化趋势的高效捕捉。实验结果表明,所提方法在微震事件频次与能量预测任务中,平均绝对误差(MAE)、均方误差(MSE)以及平均绝对百分比误差(MAPE)均显著优于对比模型。此外将该模型应用于同区块不同储气库的注采条件下,数据验证表明,其在复杂工况下能够准确预测微震事件频次和能量的演化趋势。 展开更多
关键词 xLSTM网络 Informer网络 时序预测 注意力机制 深度学习 地下储气库
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深部巷道纤维混凝土支护机理及围岩控制效应研究
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作者 罗立超 明建 +2 位作者 王文海 单强 郑理想 《混凝土》 北大核心 2026年第2期187-192,共6页
针对深部巷道在高地应力和动压扰动条件下传统混凝土易发生脆性剪切破坏的不足,纤维混凝土凭借优异的抗变形能力、抗裂性能及能量吸收特性在支护中展现出显著优势,通过设计两种掺量的端勾型钢纤维混凝土,开展抗压、抗拉、抗折及抗剪试验... 针对深部巷道在高地应力和动压扰动条件下传统混凝土易发生脆性剪切破坏的不足,纤维混凝土凭借优异的抗变形能力、抗裂性能及能量吸收特性在支护中展现出显著优势,通过设计两种掺量的端勾型钢纤维混凝土,开展抗压、抗拉、抗折及抗剪试验,并结合三维数值模拟与现场支护监测进行综合分析。力学试验结果表明,纤维混凝土的抗压、抗拉、抗折和抗剪强度分别提高约40%、46%、34%和41%,破坏模式呈现裂而不断的延性特征。数值模拟显示,纤维混凝土支护能够显著提升支护体内应力水平,实现应力从围岩脆弱区向支护体和深部稳定岩体的转移,高强度等级纤维混凝土在减小拉应力集中区和控制顶板下沉方面效果最优。工程实践验证表明,钢纤维混凝土支护可有效抑制巷道围岩变形,延长稳定期,并降低维修频率。 展开更多
关键词 地下金属矿山 深部巷道 井下支护 纤维混凝土 力学特性
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极深地下实验室的消防安全策略
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作者 李亚松 李在强 《实验室研究与探索》 北大核心 2026年第3期268-274,共7页
为克服极端环境对传统消防救援构成的巨大障碍,保障人员安全与深地国家大科学装置的安全运行,针对极深地下实验设施深埋地下(2400m)、火灾事故下外部救援极度困难的特点,本研究系统构建了极深地下实验室的消防安全策略。通过火灾早期精... 为克服极端环境对传统消防救援构成的巨大障碍,保障人员安全与深地国家大科学装置的安全运行,针对极深地下实验设施深埋地下(2400m)、火灾事故下外部救援极度困难的特点,本研究系统构建了极深地下实验室的消防安全策略。通过火灾早期精准探测、设置多重防火分隔、配备独立供风与排烟系统、规划最优应急疏散路线与避难空间,以及部署专用消防装备等关键措施,最大限度提升了内部人员在火灾初期的自主应对与逃生能力。研究成果可为同类深地工程的消防安全设计提供参考与借鉴。 展开更多
关键词 极深地下 火灾 消防救援
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深部大断面硐室围岩松动破碎数值模拟合理建模及应用
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作者 张凌啸 王举文 范坤 《佳木斯大学学报(自然科学版)》 2026年第1期147-150,共4页
针对深部大断面硐室围岩松动破碎问题,以安徽省宿州市朱仙庄煤矿Ⅲ1031风抽巷盾构机组装硐室为工程背景,分析了网格划分、模型硐室两端约束厚度、模型硐室开挖长度及收敛标准对围岩松动破碎数值模拟结果准确度的影响,结合工程监测验证... 针对深部大断面硐室围岩松动破碎问题,以安徽省宿州市朱仙庄煤矿Ⅲ1031风抽巷盾构机组装硐室为工程背景,分析了网格划分、模型硐室两端约束厚度、模型硐室开挖长度及收敛标准对围岩松动破碎数值模拟结果准确度的影响,结合工程监测验证数值计算模型的合理性。结果表明:网格最大尺寸为1.0 m、硐室两端约束厚度为10 m、开挖长度为34 m,能有效平衡计算效率与模拟精度,为深部大断面硐室支护设计与稳定性分析提供了依据。 展开更多
关键词 深部大断面硐室 数值模拟 合理建模 支护优化
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深地矿山长距离井巷掘进围岩稳定性研究
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作者 陈芳 《现代矿业》 2026年第2期36-39,46,共5页
深地矿山长距离井巷掘进过程中,复杂地质环境导致的围岩失稳问题严重威胁矿山安全。基于此,以贵州豫能糯东煤矿为研究对象,采用理论分析、数值模拟与现场监测相结合的研究方法,建立考虑掘进扰动的围岩动力方程,利用FLAC3D软件,构建三维... 深地矿山长距离井巷掘进过程中,复杂地质环境导致的围岩失稳问题严重威胁矿山安全。基于此,以贵州豫能糯东煤矿为研究对象,采用理论分析、数值模拟与现场监测相结合的研究方法,建立考虑掘进扰动的围岩动力方程,利用FLAC3D软件,构建三维数值模型并完成精细化网格划分。通过在井巷关键部位布设多点位移计,实时监测围岩竖向和水平位移。最后结合地质雷达扫描,分析井巷掘进围岩稳定性特征,为深地矿山井巷掘进工程提供安全控制依据,降低了矿山井巷坍塌、片帮等事故风险。研究结果表明:深地矿山井巷掘进时,对于围岩竖向位移,沿轴长度0~10 m各监测点波动小;沿轴长度10~50 m时,监测点A扰动大、变形显著;沿轴长度40~50 m时达峰值23 mm,监测点B、C位移增长相对小。对于围岩水平位移,沿轴长度0~15 m时,各点增长慢;沿轴长度15~40 m时,监测点B受影响大,峰值约13 mm,监测点C次之,监测点A受影响较小。深地矿山井巷掘进过程围岩整体形变量始终低于5.88 mm,表明围岩结构稳定性符合施工要求。 展开更多
关键词 深地矿山 长距离井巷 围岩稳定性 掘进动力方程 位移监测
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复杂地质环境下超深地下连续墙成槽施工技术研究
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作者 王昌赓 《科技资讯》 2026年第3期162-164,共3页
城市化深层地下空间开发中,超深地下连续墙成为重大工程的核心支护结构,但复杂地质环境成为施工瓶颈,现有技术适配性不足。本文结合地下交通枢纽配套工程实践,围绕设备选型适配、泥浆体系调控、精度与稳定性控制三大维度,构建复杂地质... 城市化深层地下空间开发中,超深地下连续墙成为重大工程的核心支护结构,但复杂地质环境成为施工瓶颈,现有技术适配性不足。本文结合地下交通枢纽配套工程实践,围绕设备选型适配、泥浆体系调控、精度与稳定性控制三大维度,构建复杂地质下成槽施工协同技术体系。实践说明,该技术可以有效防控塌槽、缩径等风险,保障成槽精度与效率,为同类工程提供可靠技术参考。 展开更多
关键词 超深地下连续墙 复杂地质环境 槽壁稳定性 成槽施工技术
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复杂地质条件深埋地下泵房施工涌水量数值模拟计算
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作者 陈自豪 王龙 +1 位作者 徐浩庾 杨斯允 《工程勘察》 2026年第3期60-64,130,共6页
复杂地质条件下深埋地下泵房施工可能面临突涌水灾害,影响工程安全和稳定性。本研究结合钻孔数据和基础地质资料,建立了大尺度高精度三维地质结构模型,在此基础上构建了非均质、各向异性三维渗流模型,针对施工期地下泵房突涌水开展了数... 复杂地质条件下深埋地下泵房施工可能面临突涌水灾害,影响工程安全和稳定性。本研究结合钻孔数据和基础地质资料,建立了大尺度高精度三维地质结构模型,在此基础上构建了非均质、各向异性三维渗流模型,针对施工期地下泵房突涌水开展了数值模拟计算。通过多工况对比分析发现,不同施工阶段及结构部位的涌水量预测值与现场实测数据具有良好吻合性(误差率<8%),验证了渗流-应力耦合模型的可靠性。在此基础上,进一步探讨了帷幕灌浆防渗措施对涌水量的影响,结果显示最优方案下可减少涌水量87.9%。研究成果为深埋地下泵房的设计优化及施工管理提供了理论支撑与量化分析工具。 展开更多
关键词 复杂地质条件 深埋地下泵房 三维地质结构模型 突涌水 数值模拟
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