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Characteristics of the Variation of Cross Fault Short-Baseline and Short-Range Leveling in Western Yunnan Earthquake Test Site Before Lijiang M_S7.0 Earthquake
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作者 Li Zhonghua, Su Youjing, and Liu ZhuyinSeismological Bureau of Yunnan Province, Kunming 650041, China 《Earthquake Research in China》 1998年第4期46-56,共11页
Results of analysis of variation of cross fault short-baseline and short-range leveling in Western Yunnan Earthquake Test Site (WYETS), results show that among five observation stations of cross fault short-baseline a... Results of analysis of variation of cross fault short-baseline and short-range leveling in Western Yunnan Earthquake Test Site (WYETS), results show that among five observation stations of cross fault short-baseline and short-range leveling in WYETS before the Lijiang MS7.0 Earthquake occurred in February 1996 only Yongsheng observation station (epicentral distance 82 km) located at Chenghai fault shows great variation about one year before the earthquake. And the nearest observation station, Lijiang (epicentral distance 42 km); presents great coseismic variation, but does not show obvious anomalous variation before the earthquake. There are no significant variations related to the earthquake at the other three observation stations. Two methods are used in analysis of the observed data and some valuable results have been obtained. 展开更多
关键词 cross fault measurement Lijiang MS7.0 EARTHQUAKE Western Yunnan EARTHQUAKE TEST Site.
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基于CNN-Transformer-Cross Attention的滚动轴承故障诊断
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作者 郑文超 张梅 《煤矿机械》 2026年第4期188-192,共5页
滚动轴承是煤机核心部件,若发生故障,易导致停机与安全风险。提出了一种融合快速傅里叶变换(FFT)、卷积神经网络(CNN)、Transformer及Cross Attention的故障诊断方法。该方法首先通过FFT提取频率特征,随后结合CNN的局部特征提取能力、Tr... 滚动轴承是煤机核心部件,若发生故障,易导致停机与安全风险。提出了一种融合快速傅里叶变换(FFT)、卷积神经网络(CNN)、Transformer及Cross Attention的故障诊断方法。该方法首先通过FFT提取频率特征,随后结合CNN的局部特征提取能力、Transformer的全局建模能力及Cross Attention的信息融合能力,全面提升模型的识别能力,实现滚动轴承故障的精确识别。实验结果表明,该方法的故障诊断准确率可达98%,具有高精度、强鲁棒性的特点,适用于煤矿设备的智能运维。 展开更多
关键词 轴承 故障诊断 FFT CNN TRANSFORMER cross Attention
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Dynamic Distribution Adaptation Based Transfer Network for Cross Domain Bearing Fault Diagnosis 被引量:6
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作者 Yixiao Liao Ruyi Huang +2 位作者 Jipu Li Zhuyun Chen Weihua Li 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2021年第3期94-103,共10页
In machinery fault diagnosis,labeled data are always difficult or even impossible to obtain.Transfer learning can leverage related fault diagnosis knowledge from fully labeled source domain to enhance the fault diagno... In machinery fault diagnosis,labeled data are always difficult or even impossible to obtain.Transfer learning can leverage related fault diagnosis knowledge from fully labeled source domain to enhance the fault diagnosis performance in sparsely labeled or unlabeled target domain,which has been widely used for cross domain fault diagnosis.However,existing methods focus on either marginal distribution adaptation(MDA)or conditional distribution adaptation(CDA).In practice,marginal and conditional distributions discrepancies both have significant but different influences on the domain divergence.In this paper,a dynamic distribution adaptation based transfer network(DDATN)is proposed for cross domain bearing fault diagnosis.DDATN utilizes the proposed instance-weighted dynamic maximum mean discrepancy(IDMMD)for dynamic distribution adaptation(DDA),which can dynamically estimate the influences of marginal and conditional distribution and adapt target domain with source domain.The experimental evaluation on cross domain bearing fault diagnosis demonstrates that DDATN can outperformance the state-of-the-art cross domain fault diagnosis methods. 展开更多
关键词 cross domain fault diagnosis Dynamic distribution adaptation Instance-weighted dynamic MMD Transfer learning
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Testing Cross-Talk Induced Delay Faults in Digital Circuit Based on Transient Current Analysis 被引量:2
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作者 WANG Youren DENG Xiaoqian CUI Jiang YAO Rui ZHANG Zhai 《Wuhan University Journal of Natural Sciences》 CAS 2006年第6期1445-1448,共4页
The delay fault induced by cross-talk effect is one of the difficult problems in the fault diagnosis of digital circuit. An intelligent fault diagnosis based on IDDT testing and support vector machines (SVM) classif... The delay fault induced by cross-talk effect is one of the difficult problems in the fault diagnosis of digital circuit. An intelligent fault diagnosis based on IDDT testing and support vector machines (SVM) classifier was proposed in this paper. Firstly, the fault model induced by cross-talk effect and the IDDT testing method were analyzed, and then a delay fault localization method based on SVM was presented. The fault features of the sampled signals were extracted by wavelet packet decomposition and served as input parameters of SVM classifier to classify the different fault types. The simulation results illustrate that the method presented is accurate and effective, reaches a high diagnosis rate above 95%. 展开更多
关键词 delay fault cross-TALK fault localization digital circuit IDDT SVM
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The Influence of Thrust Fault Structure on Cross-fault Short-leveling Survey
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作者 YUE Chong QU Chunyan +2 位作者 YAN Wei ZHAO Jing SU Qin 《Earthquake Research in China》 CSCD 2019年第3期489-502,共14页
Aiming at different variation patterns of cross-fault short-leveling before earthquakes,the paper establishes the 2-D finite-element models with different crustal stratification and fault occurrence perpendicular to L... Aiming at different variation patterns of cross-fault short-leveling before earthquakes,the paper establishes the 2-D finite-element models with different crustal stratification and fault occurrence perpendicular to Longmenshan fault zone. By contact analysis and viscoelastic finite element method,the influence of fault structure on cross-fault short-leveling is obtained under the same constraint conditions,the results show that:with the increase of the horizontal projection distance of fault,the cumulative displacements of surface increase gradually in the models with fixed dip angles of the fault plane(model 1). However,when the horizontal projection distance exceeds 20 km,the influence of fault?s dip angle on the cumulative displacements of surface short-leveling will decrease significantly,and the cumulative displacements are maintained at about 1. 5 m. However,in the listric fault models(model 2),when the projection distance is less than 20 km,the listric fault structure impedes the sliding of fault. The short-leveling variation rate is only half of model 1;as a result,the ability to reflect the regional stress enhancement by cross-fault short-leveling is further weakened. But when the horizontal projection distance exceeds25 km,the cumulative displacements significantly increase,with the maximum displacement reaching 1. 75 m. The results of equivalent stress show that the listric fault structure causes a sudden increasement in equivalent stress when the horizontal projection distance is 10 km,higher equivalent stress values are accumulated between the projection distance of 5-20 km,and then high-low stress difference zones are formed at the bottom of the fault plane and near the transition zone of low-high dip angle. 展开更多
关键词 cross-fault short-leveling FINITE element Listric fault STRUCTURE EQUIVALENT stress
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Deformation Evolution Characteristics Revealed by GPS and Cross-fault Leveling Data before the M_S8. 0 Wenchuan Earthquake
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作者 ZHAO Jing LIU Jie +2 位作者 REN Jinwei YUE Chong LI Jiaojiao 《Earthquake Research in China》 CSCD 2019年第3期461-477,共17页
Based on GPS velocity during 1999-2007,GPS baseline time series on large scale during1999-2008 and cross-fault leveling data during 1985-2008,the paper makes some analysis and discussion to study and summarize the mov... Based on GPS velocity during 1999-2007,GPS baseline time series on large scale during1999-2008 and cross-fault leveling data during 1985-2008,the paper makes some analysis and discussion to study and summarize the movement,tectonic deformation and strain accumulation evolution characteristics of the Longmenshan fault and the surrounding area before the MS8. 0 Wenchuan earthquake,as well as the possible physical mechanism late in the seismic cycle of the Wenchuan earthquake. Multiple results indicate that:GPS velocity profiles show that obvious continuous deformation across the eastern Qinghai-Tibetan Plateau before the earthquake was distributed across a zone at least 500 km wide,while there was little deformation in Sichuan Basin and Longmenshan fault zone,which means that the eastern Qinghai-Tibetan Plateau provides energy accumulation for locked Longmenshan fault zone continuously. GPS strain rates show that the east-west compression deformation was larger in the northwest of the mid-northern segment of the Longmenshan fault zone,and deformation amplitude decreased gradually from far field to near fault zone,and there was little deformation in fault zone. The east-west compression deformation was significant surrounding the southwestern segment of the Longmenshan fault zone,and strain accumulation rate was larger than that of mid-northern segment.Fault locking indicates nearly whole Longmenshan fault was locked before the earthquake except the source of the earthquake which was weakly locked,and a 20 km width patch in southwestern segment between 12 km to 22. 5 km depth was in creeping state. GPS baseline time series in northeast direction on large scale became compressive generally from 2005 in the North-South Seismic Belt,which reflects that relative compression deformation enhances. The cross-fault leveling data show that annual vertical change rate and deformation trend accumulation rate in the Longmenshan fault zone were little,which indicates that vertical activity near the fault was very weak and the fault was tightly locked. According to analyses of GPS and cross-fault leveling data before the Wenchuan earthquake,we consider that the Longmenshan fault is tightly locked from the surface to the deep,and the horizontal and vertical deformation are weak surrounding the fault in relatively small-scale crustal deformation. The process of weak deformation may be slow,and weak deformation area may be larger when large earthquake is coming. Continuous and slow compression deformation across eastern Qinghai-Tibetan Plateau before the earthquake provides dynamic support for strain accumulation in the Longmenshan fault zone in relative large-scale crustal deformation. 展开更多
关键词 MS8.0 WENCHUAN earthquake GPS DATA cross-fault leveling DATA fault locking Block DEFORMATION
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Vertical deformation of the fault-crossing network around Baotou,observed by GPS
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作者 Qin Shanlan Du Weiji Ji Lingyun 《Geodesy and Geodynamics》 2013年第4期57-61,共5页
GPS data and precise leveling data of seismic network profiles across the fault in Baotou in 2006, 2009 and 2011 were processed and analyzed to test the feasibility of using GPS technology for fault-crossing vertical ... GPS data and precise leveling data of seismic network profiles across the fault in Baotou in 2006, 2009 and 2011 were processed and analyzed to test the feasibility of using GPS technology for fault-crossing vertical deformation monitoring. The results showed that high precision cross-fauh vertical deformation measurements can be obtained using appropriate GPS data processing strategies. 展开更多
关键词 fault-crossing precise leveling vertical deformation GPS vertical deviation mapping function
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Representative value of cross-fault in the northeastern margin of the Qinghai-Tibet block and case analysis of the 2016 Menyuan Ms6.4 earthquake 被引量:1
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作者 Ruisha Li Xi Zhang +2 位作者 Shouwen Gong Hongtao Tang Peng Jia 《Geodesy and Geodynamics》 2016年第4期268-274,共7页
The equation for determining cross-fault representative value is calculated based on hanging wall and foot wall reference level surfaces. The cross-fault data reliability are analyzed base on the stability of referenc... The equation for determining cross-fault representative value is calculated based on hanging wall and foot wall reference level surfaces. The cross-fault data reliability are analyzed base on the stability of reference datum and observation points, thereby facili- tating plotting of the representative value curves after removing interference. The spatial and temporal characteristics of fault deformation abnormalities before the 2016 Menyuan Ms6.4 earthquake, as well as the fault-movement characteristics reflected by representa- tive value, are summarized. The results show that many site trends had changed 1-3 years before the Menyuan Ms6.4 earthquake in the Qilian Fault, reflecting certain background abnormalities. The short-term abnormalities centrally had appeared in the 6 months to 1 year period before the earthquake near and in the neighborhood of the source region, demonstrating a significantly increased number of short-term abnormalities. Many sites near and in the neighborhood of the source region had strengthened inverse activities or had changed from positive to inverse activities in the most recent 2-3 years, which reflect stress-field enhancements or adjustment features. 展开更多
关键词 Northeastern margin of Qinghai- Tibet Representative value of cross-faul t Menyuan Ms6.4 earthquake fault activity Precursor Reference datum Stability
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Shake table tests and numerical investigations on the seismic response of transmission tower-line systems under strike-slip fault rupture
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作者 Tian Li Yang Meng +3 位作者 Liu Juncai Dong Xu Liu Yuping Xie Quancai 《Earthquake Engineering and Engineering Vibration》 2025年第4期1049-1066,共18页
Transmission tower-line systems(TTLSs)play a crucial role in the long-distance transmission of electrical energy,often necessitating their crossing through active fault areas.However,previous studies have given limite... Transmission tower-line systems(TTLSs)play a crucial role in the long-distance transmission of electrical energy,often necessitating their crossing through active fault areas.However,previous studies have given limited attention to the seismic performance of fault-crossing transmission TTLSs,particularly in terms of considering the impact of permanent ground motion displacements(PGMDs).This study attempts to address this concern by evaluating the seismic performance of TTLSs exposed to fault earthquakes.Three strike-slip ground motions are carefully selected,and the corresponding PGMDs are accurately replicated through baseline adjustment.A meticulously designed and fabricated reduced-scale experimental model of a TTLS is then employed to investigate the influence of the fault crossing location(FCL)on its seismic performance.The shake table tests conducted unequivocally demonstrate that PGMDs significantly amplify the seismic responses of the TTLS and identify the most unfavorable FCL.Furthermore,a finite element model(FEM)is developed and its accuracy is validated by comparing it with the experimental results.Parametric analyses are conducted to explore the effects of fault crossing angles(FCAs)and PGMD amplitudes on the seismic performances of TTLSs.This study is expected to contribute valuable insights for the seismic design and performance analysis of TTLSs crossing fault areas. 展开更多
关键词 transmission tower-line system seismic performance shake table test permanent ground motion displacement fault crossing location
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基于InSAR技术的海原断裂大水头跨断层场地异常核实与分析
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作者 刘艳慧 季灵运 +2 位作者 朱良玉 刘传金 张文婷 《大地测量与地球动力学》 北大核心 2026年第3期343-348,共6页
观测资料显示,海原断裂带大水头跨断层BM1-BM3支线于2023-11出现1.52 mm的逆断变化,2024-03-06再次出现1.71 mm的逆断突跳变化。为核实此次异常是否与构造运动有关,利用InSAR技术获取大水头跨断层场地区域地表形变的时间序列,从形变场... 观测资料显示,海原断裂带大水头跨断层BM1-BM3支线于2023-11出现1.52 mm的逆断变化,2024-03-06再次出现1.71 mm的逆断突跳变化。为核实此次异常是否与构造运动有关,利用InSAR技术获取大水头跨断层场地区域地表形变的时间序列,从形变场空间展布以及时间演化2个方面,分析跨断层形变异常的可能成因。结果表明:1)场地周围的煤矿开采区沉降明显,且沉降速率随时间变化较快,2023-01—2024-06的累积沉降量最大约23 cm,显著沉降范围最大约1 km^(2);2)水准点受矿区沉降影响显著,且随时间的推移均有不同程度的沉降,距离矿区越近沉降量级越大,速率越快;3)对比InSAR与水准观测结果,发现同时间段跨断层形变趋势和量级基本一致。综上,大水头跨断层水准形变异常极大可能是矿区沉降导致的。 展开更多
关键词 海原断裂 大水头 跨断层场地 INSAR 异常核实
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基于形变观测分析鲜水河断裂带现今运动分段特征
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作者 张文 王伟力 +4 位作者 罗宇 温军军 彭丽媛 马伶俐 舒东林 《大地测量与地球动力学》 北大核心 2026年第3期327-334,共8页
基于构造特征将鲜水河断裂带划分为炉霍、道孚、乾宁、折多塘、康定-磨西5段,通过跨断层水准、基线/测距及水平蠕变多源观测数据,定量揭示各段水平滑动速率及运动学特征。研究表明,1982—2024年鲜水河断裂带整体以左旋走滑为主导模式,... 基于构造特征将鲜水河断裂带划分为炉霍、道孚、乾宁、折多塘、康定-磨西5段,通过跨断层水准、基线/测距及水平蠕变多源观测数据,定量揭示各段水平滑动速率及运动学特征。研究表明,1982—2024年鲜水河断裂带整体以左旋走滑为主导模式,炉霍段侏倭和虾拉沱走滑速率为-0.9 mm/a和-2.86 mm/a,累积走滑量达40 mm和130 mm,显著高于格鲁、虚墟站点活动强度;道孚-乾宁段沟普和沟普蠕变站走滑速率为-0.97 mm/a和-0.58 mm/a,累积位移量呈线性增长趋势;龙灯坝与老乾宁站的水平位移量级较小,局部断裂带呈弱左旋活动。康定-磨西段折多塘观测场地显示+0.2 mm/a的右旋走滑,榆林观测场地则保持-0.12 mm/a的稳定左旋走滑,其形变存在显著季节性波动(振幅约1.5~2.3 mm),安顺场观测场地跨断层水准测量显示持续张性正断层活动,运动趋势线性度分别达到0.933和0.824。分段对比结果表明,北西段活动强度明显高于南东段,垂直运动表现为北段逆冲与南段正断层活动呈构造反转。分段差异与断层几何结构、介质物理性质有关;北西段转换层介质强度可能低于南东段,易触发滑动,导致较短地震复发周期;结合区域应力场发现,不同时期鲜水河断裂带闭锁程度发生了改变,表现为北西段较南东段断层更为活跃,闭锁较弱。同时,汶川M_(S)8.0、芦山M_(S)7.0及泸定M_(S)6.9地震后,巴颜喀拉地块向四川盆地挤压运动速率加快,影响了鲜水河断裂的远场左旋走滑速率和断层滑动亏损积累速率,进而导致鲜水河断裂带上各分段的应力应变积累速率差异。 展开更多
关键词 鲜水河断裂带 跨断层 水平蠕变 运动学参数 左旋走滑
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跨断层简支梁桥在蠕滑断层作用下破坏特征与土压力变化研究
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作者 徐龙军 陈睿致 +3 位作者 刘秒 靳超越 刘佳乐 谢礼立 《岩土工程学报》 北大核心 2026年第4期730-739,共10页
断层错动是威胁跨断层桥梁安全的重要灾害之一。相较于突发性的黏滑错动,蠕滑断层错动以低速、持续的方式释放应力,其累积效应可能导致桥梁结构的渐进性破坏。为探究不同类型断层错动对跨断层桥梁的影响,本文基于自主研制的断层模拟试... 断层错动是威胁跨断层桥梁安全的重要灾害之一。相较于突发性的黏滑错动,蠕滑断层错动以低速、持续的方式释放应力,其累积效应可能导致桥梁结构的渐进性破坏。为探究不同类型断层错动对跨断层桥梁的影响,本文基于自主研制的断层模拟试验装置,开展了1∶50缩尺简支梁桥模型的系列试验。分别模拟了走滑断层、正断层和逆断层的错动过程,对比分析了桥梁结构在不同断层作用下的破坏特征和失效机理。结果表明:①不同类型断层表现出不同的运移特征,对跨断层桥梁的破坏效应各异;②断层错动引起的桥墩相对位移和土体变形是导致桥梁结构破坏的主要原因;③不同类型断层引起的土压力分布具有显著差异,反映了断层运动对周围土体的复杂影响;④桥梁结构自身特点,如支座约束条件和主梁连接状态,对其抵抗断层位错的能力有重要影响。研究结果为跨断层桥梁抗震抗断层设计提供了理论参考。 展开更多
关键词 断层错动 跨断层桥梁 破坏特征 缩尺模型试验 土-结构相互作用
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基于时空特征融合VFMCNN-BiLSTM滚动轴承故障诊断方法
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作者 任义 倪瑶 +1 位作者 栾方军 袁帅 《机床与液压》 北大核心 2026年第2期7-17,共11页
针对现有滚动轴承故障诊断模型存在的诊断精度低、泛化能力差、特征提取不足等问题,提出一种基于VFMCNN-BiLSTM模型的时空特征融合故障诊断方法。将信号分别进行快速傅里叶变换和变分模态分解,提取频域和时域关键信息,并将两类特征垂直... 针对现有滚动轴承故障诊断模型存在的诊断精度低、泛化能力差、特征提取不足等问题,提出一种基于VFMCNN-BiLSTM模型的时空特征融合故障诊断方法。将信号分别进行快速傅里叶变换和变分模态分解,提取频域和时域关键信息,并将两类特征垂直叠加作为模型输入。通过不同尺度卷积结构构建空间特征提取模块来提取丰富的全局空间特征,同时利用BiLSTM提取时序特征,并通过自注意力机制进一步增强时序特征提取能力,最后利用交叉注意力机制将空间特征和时序特征进行融合,从而提升故障特征的提取能力。为验证所提方法的有效性,在CWRU和PU轴承数据集上进行测试。结果表明:所提方法在CWRU和PU数据集上的平均诊断准确率分别达99.96%和99.94%,显著优于Vgg16、1DCNN、CNN-BiLSTM等对比模型;抗噪声干扰试验表明,在强噪声环境下,模型在A2和PU2数据集上仍能保持85%以上的诊断准确率;混淆矩阵与t-SNE可视化结果进一步证实了模型对各类故障清晰的区分能力。所提VFMCNN-BiLSTM模型通过并行提取并深度融合时空特征,有效提升了滚动轴承故障诊断的精度与泛化能力,在单一故障、混合故障及强噪声干扰环境下均表现出良好的可靠性。 展开更多
关键词 滚动轴承 故障诊断 时空特征 交叉注意力
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基于零休偏移现象的弧光高阻接地故障类型辨识
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作者 林万里 杨耿杰 郭谋发 《电网技术》 北大核心 2026年第4期1790-1799,I0114-I0116,I0118,I0119,共15页
针对配电网弧光高阻接地故障诊断智能化程度低、难以通过故障信号准确推导故障类型的问题,该文通过实验重现故障现象,论证零休偏移的成因及“时域首容性”效应。基于此,提出一种结合零休偏移度和最小二乘法的故障趋势评估方法,并利用功... 针对配电网弧光高阻接地故障诊断智能化程度低、难以通过故障信号准确推导故障类型的问题,该文通过实验重现故障现象,论证零休偏移的成因及“时域首容性”效应。基于此,提出一种结合零休偏移度和最小二乘法的故障趋势评估方法,并利用功率因数角实现故障类型辨识,构建完整的故障诊断流程。该流程包括基于峭度的零序电流启动方法、峭度峰重心信号分段方法、零休偏移度提取算法及基于最小二乘的故障评估方法。相比传统诊断方法,该算法可有效区分引燃型故障(含触树故障)、地面型故障和绝缘子闪络,辨识准确率达95%,有助于提升故障排查效率。 展开更多
关键词 配电网 弧光高阻接地故障 零休偏移 时域首容性 最小二乘法 故障类型辨识
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计及护层结构的高压电缆外护套破损点在线定位方法
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作者 梁铖 罗建 +1 位作者 李昆晟 张奇英 《电力系统保护与控制》 北大核心 2026年第4期130-141,共12页
针对高压电缆外护套破损点现场检测仍依赖人工巡线与红外测温、难以实现在线精确定位的问题,提出一种基于分布参数模型和故障暂态信息的外护套破损点在线定位方法。首先,建立计及护层结构的高压电缆分布参数模型,推导不同接地方式下外... 针对高压电缆外护套破损点现场检测仍依赖人工巡线与红外测温、难以实现在线精确定位的问题,提出一种基于分布参数模型和故障暂态信息的外护套破损点在线定位方法。首先,建立计及护层结构的高压电缆分布参数模型,推导不同接地方式下外护套破损故障的暂态电压响应函数。然后,利用故障暂态电压在故障点两侧瞬时相位一致的特性,构建外护套破损点测距方程。最后,采用遗传算法对测距方程进行优化求解,得到故障位置。仿真分析表明,所提外护套破损点精确定位方法可在电缆单端接地和交叉互联接地方式下实现多种故障情景下的破损点在线定位,且受故障过渡电阻和故障初相角的影响程度低。 展开更多
关键词 外护套破损 交叉互联 分布参数模型 瞬时相位 遗传算法
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北京东部平原区香河隐伏断层第四纪活动性研究
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作者 夏方华 郭有刚 +1 位作者 于秀璇 解欣雨 《地震工程学报》 北大核心 2026年第2期402-412,共11页
以往资料中对于香河隐伏断层第四纪活动特征研究较少,文章旨在补充查明其空间分布、上断点埋深、断层性质和第四纪活动情况。在研究区内的L05线利用高分辨率地震勘探和高密度电阻率探测法基本圈定断层上断点的位置,采用跨断层钻探法查... 以往资料中对于香河隐伏断层第四纪活动特征研究较少,文章旨在补充查明其空间分布、上断点埋深、断层性质和第四纪活动情况。在研究区内的L05线利用高分辨率地震勘探和高密度电阻率探测法基本圈定断层上断点的位置,采用跨断层钻探法查明了断层在第四纪地层中的赋存情况。在此基础上,在研究区东西两侧的L04线和L09线利用高分辨率地震勘探圈定了断层的位置,基本查明香河断层在北京东部平原区的空间展布形态。结合以往研究成果表明:研究区内的香河断层总体走向NE,南西段倾向SE,北东段倾向NW,埋深60~120m,表现为明显的正断层性质,推断其为第四纪中更新世断层。 展开更多
关键词 香河断层 高分辨率浅层地震勘探 高密度电法勘探 跨断层钻探 第四纪断层
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掘进工作面过断层对设备的影响及优化建议
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作者 冯新 《凿岩机械气动工具》 2026年第3期107-109,共3页
掘进工作面往往会遇到复杂地质构造,其中,断层构造对掘进作业造成的影响较为突出。在断层区域,往往会出现岩石破碎、地应力异常及涌水等情况。基于此,分析掘进工作面过断层对设备适应性及效率的影响,研究具体的影响机制,最后提出掘进工... 掘进工作面往往会遇到复杂地质构造,其中,断层构造对掘进作业造成的影响较为突出。在断层区域,往往会出现岩石破碎、地应力异常及涌水等情况。基于此,分析掘进工作面过断层对设备适应性及效率的影响,研究具体的影响机制,最后提出掘进工作面过断层设备优化建议,旨在为类似项目提供参考。 展开更多
关键词 掘进工作面 过断层 设备适应性 掘进效率
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断层区煤矿掘进巷支护关键技术分析与优化研究
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作者 程峰 《陕西煤炭》 2026年第1期130-135,共6页
【目的】针对煤矿掘进作业中穿越断层区域面临的支护技术挑战及巷道潜在的高冒落风险,系统探讨了掘进工作面穿越断层时围岩的变形机制,并分析了相应的控制技术策略。【方法】基于理论框架剖析了正断层邻近区域的应力环境特征,采用数值... 【目的】针对煤矿掘进作业中穿越断层区域面临的支护技术挑战及巷道潜在的高冒落风险,系统探讨了掘进工作面穿越断层时围岩的变形机制,并分析了相应的控制技术策略。【方法】基于理论框架剖析了正断层邻近区域的应力环境特征,采用数值模拟技术分析了在穿越断层巷道与常规巷道不同支护方案时围岩的应力分布与位移变化情况,并制定了针对掘进面穿越断层时的优化支护方案。【结果】工程应用效果表明,实施“锚杆结合锚索”的综合支护策略,并辅以增设角锚杆以增强支护体系的整体效能,可实现对穿越断层掘进工作面周围岩体的有效控制,【结论】研究结果可有效提升支护系统的稳定性与承载能力,并遏制围岩的过度变形与潜在失稳,为掘进作业的安全推进提供了保障。 展开更多
关键词 掘进作业 穿越断层 数值模拟 支护巷道
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王坪矿5104巷道补强支护设计及技术创新应用
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作者 彭英健 李哲 +2 位作者 崔小娜 姜玮 许国祥 《粘接》 2026年第1期217-220,225,共5页
针对王坪矿301盘区5104巷过断层时部分区域顶板压力显现明显、顶板下沉、破碎零皮现象,制定了巷道补强支护技术措施。经现场观测,通过对顶板、两帮以及特殊地点的补强支护后,巷道顶底板相对移近量和两帮收敛量基本稳定在73.5 mm和24.7 m... 针对王坪矿301盘区5104巷过断层时部分区域顶板压力显现明显、顶板下沉、破碎零皮现象,制定了巷道补强支护技术措施。经现场观测,通过对顶板、两帮以及特殊地点的补强支护后,巷道顶底板相对移近量和两帮收敛量基本稳定在73.5 mm和24.7 mm左右,降幅显著;巷道移近速度和收敛速度均降低非常明显,围岩破碎现象减少,增强了对顶板的维护能力,有效遏制了顶板冒落、煤壁片帮等现象,保障了安全生产。 展开更多
关键词 过断层 顶板下沉 补强支护 三径匹配
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李雅庄煤矿综采面过断层前中深孔预裂爆破技术应用
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作者 宋晓杰 《现代矿业》 2026年第1期101-105,109,共6页
为解决综采工作面过坚硬断层时,浅孔爆破技术无法有效预裂深部范围岩体,深孔爆破技术对封孔段岩体预裂效果差,导致综采面推进速度慢及采煤机截齿损耗大的问题,以李雅庄煤矿2-801综采面过F19断层为研究背景,采用理论分析、现场调研与实... 为解决综采工作面过坚硬断层时,浅孔爆破技术无法有效预裂深部范围岩体,深孔爆破技术对封孔段岩体预裂效果差,导致综采面推进速度慢及采煤机截齿损耗大的问题,以李雅庄煤矿2-801综采面过F19断层为研究背景,采用理论分析、现场调研与实测分析等方法,对爆破技术原理、孔深、孔径、炮孔间排距与装药参数进行研究,分析不同孔深对预裂爆破效果的影响。中深孔爆破技术与深孔爆破技术相结合的方式,利用深孔爆破预裂断层深部大范围内的岩体,再对深孔炮孔封堵段处岩体进行中深孔爆破,从而松动浅部岩体,使断层处岩体裂隙全范围发育,加以采煤机辅助切割岩石,可以使综采面高效通过断层地带。结果表明,中深孔预裂技术通过2次爆破,极大程度地弱化了岩体强度,使采煤机更易于截割岩体。通过记录观测,综采面过断层时每天平均推进速度提高了48%,采煤机平均截齿损耗降低51%。通过中深孔预裂爆破技术,可以有效降低坚硬断层岩体强度,节约生产成本,提高生产效率。 展开更多
关键词 中深孔爆破 爆破预裂 炮孔布置 过断层
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