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Spatial and Temporal Variations in Earthquake Stress Drops between the 2008 Wenchuan and 2013 Lushan Earthquakes 被引量:4
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作者 WU Weiwei LONG Feng +4 位作者 LIANG Mingjian WEI Yaling SUN Wei CHEN Xuefen ZHAO Jing 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2020年第5期1635-1650,共16页
As a case study of spatial and temporal variations in earthquake stress drops between the 2008 Ms 8.0 Wenchuan and 2013 Ms 7.0 Lushan earthquakes,we computed 1828 stress-drop values for earthquakes with magnitudes 1.7... As a case study of spatial and temporal variations in earthquake stress drops between the 2008 Ms 8.0 Wenchuan and 2013 Ms 7.0 Lushan earthquakes,we computed 1828 stress-drop values for earthquakes with magnitudes 1.7≤ML≤5.0 during an eight-year time span before and after major earthquakes.We divide the study area into three subregions(the southern segment of the Longmen Shan fault zone;the southwestern junction of the Longmen Shan and Sichuan Basin;and the southwestern margin of the Sichuan Basin)and calculate individual event stress drops in each.The results show that regions of alternating high and low stress drop are found on either side of the southwestern segment of the Longmen Shan fault zone.During the two-year period after the 2008 Ms 8.0 Wenchuan earthquake,the stress state of the southern Longmen Shan fault shows no significant change.A marked increase in stress level appears about 18 months before the 2013 Ms 7.0 Lushan earthquake near the Lushan hypocenter zone.Two months after the Ms 7.0 event,the stress drops suddenly attenuate,with significantly less seismic energy release per event.We find that changes in the patterns of high and low stress drop values are consistent with the process of stress accumulation or transfer from the pre-mainshock to postmainshock periods.The results indicate that major earthquakes are the dominant cause of temporal and spatial evolution in stress levels.Stress drop variations show obvious temporal and spatial patterns that may suggests subtle changes in the character of stress fields on faults and spatial variations related to local intense compression and tectonic effects. 展开更多
关键词 stress drop temporal and spatial behaviour of stress drops Wenchuan earthquake Lushan earthquake
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On the excavation-induced stress drop in damaged coal considering a coupled yield and failure criterion 被引量:5
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作者 Dongjie Xue Jie Zhou +1 位作者 Yintong Liu Lie Gao 《International Journal of Coal Science & Technology》 EI 2020年第1期58-67,共10页
Investigating the stress drop of abutment pressure is the key to a deep quantitative analysis of the discontinuous stress redistribution under mining.In the present study,uniaxial and triaxial compression tests are ca... Investigating the stress drop of abutment pressure is the key to a deep quantitative analysis of the discontinuous stress redistribution under mining.In the present study,uniaxial and triaxial compression tests are carried out separately to determine the bulk and shear moduli,the cohesion,and the internal friction angle of the coal samples.By extending the meaning of Mohr’s circle referring to yield stress instead of the maximum principal stress,a yield line is introduced to illustrate the stress drop of Mohr’s circle referring to yield stress instead of the maximum principal stress at the elastoplastic boundary.Furthermore,a theoretical solution of the stress drop as a function of the damage is proposed to investigate how the abutment pressure differs considering the yield line and failure line.In addition,applying the stress drop at the yield line in non-pillar mining,top coal mining,and protective coal mining shows that the damage has a nonlinearly positive influence on the stress drop.The results shows that the bulk modulus and internal friction angle have a more sensitive influence on the stress drop than do the shear modulus and cohesion.Finally,the stress drop is divided into a discontinuous stress drop at the yield line and a structural stress drop at the failure line.The stress drop is effective in describing the discontinuous stress redistribution and shows a clear difference in the movement direction of Mohr’s circle considering the unloading pressure. 展开更多
关键词 stress drop Abutment pressure Mohr's circle Yield line Failure line
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Stress drop assessment of the August 8, 2017, Jiuzhaigou earthquake sequence and its tectonic implications 被引量:2
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作者 Xi He Lian-Feng Zhao +3 位作者 Xiao-Bi Xie Lin Shen Wei-Min Wang Zhen-Xing Yao 《Earthquake Science》 2020年第4期161-176,共16页
By using a broadband Lg attenuation model developed for the Tibetan Plateau,we isolate source terms by removing attenuation and site effects from the observed Lg-wave displacement spectra of the M 7.0 earthquake that ... By using a broadband Lg attenuation model developed for the Tibetan Plateau,we isolate source terms by removing attenuation and site effects from the observed Lg-wave displacement spectra of the M 7.0 earthquake that occurred on August 8,2017,in Jiuzhaigou,China,and its aftershock sequence.Thus,the source parameters,including the scalar seismic moment,comer frequency and stress drop,of these events can be further estimated.The estimated stress drops vary from 47.1 kPa to 7149.6 kPa,with a median value of 59.4 kPa and most values falling between 50 kPa and 75 kPa.The estimated stress drops show significant spatial variations.Lower stress drops were mainly found close to the mainshock and on the seismogenic fault plane with large coseismic slip.In contrast,the highest stress drop was 7.1 MPa for the mainshock,and relatively large stress drops were also found for aftershocks away from the major seismogenic fault and at depths deeper than the zone with large coseismic slip.By using a statistical method,we found self-similarity among some of the aftershocks with a nearly constant stress drop.In contrast,the stress drop increased with the seismic moment for other aftershocks.The amount of stress released during earthquakes is a fundamental characteristic of the earthquake rupture process.As such,the stress drop represents a key parameter for improving our understanding of earthquake source physics. 展开更多
关键词 scalar seismic moment comer frequency stress drop Lg attenuation Jiuzhaigou earthquake
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Study on determination of stress level by seismic stress drops and the stress axis de-flections before and after large earthquakes 被引量:1
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作者 万永革 《Acta Seismologica Sinica(English Edition)》 EI CSCD 2006年第5期507-513,共7页
To obtain the stress level at the earthquake source, this paper sets forth the solution of the stress magnitude at the earthquake source by seismic stress drop and the stress axis deflections before and after large ea... To obtain the stress level at the earthquake source, this paper sets forth the solution of the stress magnitude at the earthquake source by seismic stress drop and the stress axis deflections before and after large earthquakes. The pre-seismic and post-seismic stress direction can be statistically determined by a large collection of foreshock and aftershock focal mechanism data while the stress drop can be determined through the source fracture inversion from seismic wave data or crust deformation data. The paper attempts to make a fundamental contribution to seismic dynamics. 展开更多
关键词 stress level seismic stress drop stress axis deflection
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Research on Stress Drops and the Focal Mechanisms of the Xinyuan- Hejing ML6.8 Earthquake Sequences
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作者 Liu Jianming Wang Qiong +4 位作者 Liu Jie Deng Fei Xiang Yuan Yang Wen Li Jin 《Earthquake Research in China》 CSCD 2017年第1期25-38,共14页
Based on the digital waveform data recorded by Xinjiang Digital Seismic Network for the Xinyuan-Hejing M_L6.8 earthquake sequences of June 30,2012,this paper analyzes the stress drops of earthquake sequences and the c... Based on the digital waveform data recorded by Xinjiang Digital Seismic Network for the Xinyuan-Hejing M_L6.8 earthquake sequences of June 30,2012,this paper analyzes the stress drops of earthquake sequences and the correlation coefficients of focal mechanisms significant for strong aftershocks.Firstly,the source parameters of the Xinyuan-Hejing M_L6.8 earthquake sequences are obtained by applying the spectrum analysis and the Brunes source model.Then,the correlation coefficients of spectral amplitudes are calculated using the low-frequency spectral amplitude recorded by the same station for the different events.Finally,based on the results of the correlation coefficients of spectral amplitudes,the events with similar focal mechanisms are grouped using the clustering method.The results show that:(1)The stress drop values show a steady trend in the aftershock sequence calm period and the stress drop values show a rise-fall in strong aftershocks.(2)The moving average correlation coefficient of amplitude spectrum begins to spread after the main shock.It shows that the correlation decreases between the main shock and the aftershocks in mechanisms.(3)The results of focal mechanism groups show that the earthquake sequences are mainly strike slips.The stress distribution of the main pressure axis is nearly NS,which is the same as the structural stress field.(4)The magnitude and mechanism show that there is an agreement before the strong aftershock,which shows that the regional stress field is enhanced. 展开更多
关键词 Xinyuan-Hejing ML6. 8 earthquake sequences stress drop The correlationof the focal mechanism Body-wave spectral amplitude Clustering group
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Scaling of stress drop and high-frequencyfall-off of source spectra 被引量:1
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作者 吴忠良 陈运泰 《Acta Seismologica Sinica(English Edition)》 CSCD 1999年第5期507-515,共9页
It has been observed for a long time that the high-frequency fall-off constant of source spectra is about 2 for 'large'earthquakes and about 3 for 'small' earthquakes. For earthquakes between 'larg... It has been observed for a long time that the high-frequency fall-off constant of source spectra is about 2 for 'large'earthquakes and about 3 for 'small' earthquakes. For earthquakes between 'large' and 'small', the high-frequencyfall-off constant is not an integer and varies with the size of the earthquake. In this article such a variation is explainedin the perspective of the scaling of stress drop, which proposes a new approach to the study of the scaling of stress dropusing seismic data with lower quality of completeness and high-frequency characteristics. The study on the sourcespectra of the aftershocks of the 1988 Lancang-Gengma, Yunnan, China earthquake shows that the high-frequencyfall-off of source spectra and its variation with the size of earthquake can be well explained by the model that for 'large'earthquakes the stress drop is a constant while for ',small' earthquakes the stress drop increases with the size of theearthquake. 展开更多
关键词 stress drop source spectra SCALING HIGH-FREQUENCY fall-off Lancang-Gengma earthquake
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Period Doubling Bifurcation of Stress Drop for Stick-slip and Its Physical Implication 被引量:1
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作者 Ma Shengli,Liu Liqiang,Ma Jin,Liu Tianchang and Wu XiuquanInstitute of Geology,SSB,Beijing 100029,China 《Earthquake Research in China》 1998年第2期86-92,共7页
It is revealed in frictional experiments on medium-scale samples that period doubling bifurcation of stress drop for stick-slip occurs due to macroscopic heterogeneity of the sliding surface under conditions for typic... It is revealed in frictional experiments on medium-scale samples that period doubling bifurcation of stress drop for stick-slip occurs due to macroscopic heterogeneity of the sliding surface under conditions for typical stick-slip.The observed data show that the period doubling bifurcation of stress drop results from the alternate occurrence of strain release along the whole fault and along part of fault.This implies that complicated nonlinear behavior corresponds to clear physical implication in some cases. 展开更多
关键词 Frictional experiment stress drop for STICK-SLIP PERIOD doubling bifurcation.
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Estimation of seismic stress drop from the peak velocity of ground motion
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作者 秦嘉政 刘祖荫 +1 位作者 钱晓东 谢庆茵 《Acta Seismologica Sinica(English Edition)》 CSCD 1997年第5期29-39,共11页
According to the source dislocation model suggested by Brune(1970), the authors have calculated the displacement spectra of S wave and source parameters of the Heqing M S 5 3 earthquake sequence, using th... According to the source dislocation model suggested by Brune(1970), the authors have calculated the displacement spectra of S wave and source parameters of the Heqing M S 5 3 earthquake sequence, using the digital data of this sequence obtained in the Western Yunnan Earthquake Prediction Experimental Field (WYEPEF). Based on this calculation we have studied the dependence of the peak velocity ( rv ) of ground motion on the seismic stress drop Δ σ . From the seismic scaling law we obtained ( rv )∝Δ σ 2/3 , thus the three formulae of calculating seismic stress drop Δ σ using the peak velocity parameters can be derived: lg( rv)=d 1+13lg M 0+23lgΔ σ ; lg( rv) =d 2+13 M L+23lgΔ σ ; lgΔ σ =-1 0+1 5lg( rv ) Assuming that the average stress drop Δ σ =3.0×10 6 Pa for great and small earthquakes, then the constants d 1=-3 88 and d 2=-0 38 are determined by the observational data of the Heqing M S5 3 sequence. Results of the source parameters for this sequence show that the seismic moment M 0 is between 10 11 N·m and 10 15 N·m, the rupture radius a of the source is between 200 m and 600 m, the stress drop Δ σ is between 0 1 MPa and 10 MPa and the average stress drop Δ σ =3 7 MPa calculated from the peak velocity parameter of the ground motion. Δσ values measured from these scaling relations are basically in agreement with the results given by Brune′s method( 1970). Results of this study show that the dependence of the ground motion peak velocity parameter (rv) on the stress drop Δσ is even stronger than that on the seismic moment M 0 . 展开更多
关键词 seismic moment stress drop PEAK VELOCITY earthquake sequence
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考虑椭圆模型M_W≥5.5地震震源参数时域计算方法
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作者 王江 马强 +3 位作者 陶冬旺 章旭斌 解全才 林德昕 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2024年第3期1093-1107,共15页
为提高时效性,地震预警系统对震源的处理一般采用“点源”假定,不考虑震源尺度、破裂方向和震源区应力降,对震源参数简化处理使得预测地震动参数分布过于粗略,特别是对破坏性大震.本文应用日本地震(M_W≥5.5)强震动数据,考虑椭圆震源模... 为提高时效性,地震预警系统对震源的处理一般采用“点源”假定,不考虑震源尺度、破裂方向和震源区应力降,对震源参数简化处理使得预测地震动参数分布过于粗略,特别是对破坏性大震.本文应用日本地震(M_W≥5.5)强震动数据,考虑椭圆震源模型,提出了一种适用于中、大地震矩震级、拐角频率和应力降等震源参数时域计算方法,并分析了场地效应、地震动传播衰减、震源效应和滤波频带等因素对时域方法的影响.结果表明,该方法能利用P波信息快速获取震源能量释放过程,量化随破裂传播震源谱拐角频率、应力降和破裂面积的演化过程,为地震动预测提供更多重要的震源参数. 展开更多
关键词 地震预警 时间域 矩震级 拐角频率 应力降 破裂面积
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基于震源机制和地震定位研究2022年山西古交M_(L)4.1地震的发震构造
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作者 董春丽 张广伟 +3 位作者 李欣蔚 王跃杰 丁大业 宫卓宏 《地震地质》 EI CSCD 北大核心 2024年第2期414-432,共19页
2022年2月20日山西太原古交市发生了M_(L)4.1地震,古交及周边县市震感强烈。此次地震的震中位于历史地震相对稀少、煤矿资源丰富的吕梁隆起区,其发震断裂尚不明确。为了更好地认识这次地震的发震构造,文中利用山西省测震台网的近震波形... 2022年2月20日山西太原古交市发生了M_(L)4.1地震,古交及周边县市震感强烈。此次地震的震中位于历史地震相对稀少、煤矿资源丰富的吕梁隆起区,其发震断裂尚不明确。为了更好地认识这次地震的发震构造,文中利用山西省测震台网的近震波形资料反演了地震的震源机制解,并获得最佳矩心深度。反演结果显示,古交地震是一次左旋走滑型地震事件,矩震级为M_(W)3.96,最佳双力偶解为:节面Ⅰ,走向90°、倾角86°、滑动角-19°;节面Ⅱ,走向182°、倾角70°、滑动角-175°;最佳矩心深度为3km,属于极浅源地震。地震序列重定位结果显示震中的优势展布方向近EW,与区域内断层基本为NE走向的分布格局差异显著。利用聚类分析方法得到古交地震的发震断层面中心解,结果显示断层的走向为91°,倾角为70°。另外,古交地震序列的应力降显著偏小,低于同区域背景地震至少1个数量级。结合实地调研的矿区生产情况和区域地质构造,认为古交地震序列的发震机制可能与震源区附近的煤田开采活动有关,开采活动致使局部应力改变,从而导致先存隐伏断层活化,进而触发此次地震。 展开更多
关键词 古交地震 震源机制解 隐伏断层 gCAP方法 地震应力降
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乌什 M_(S)7.1地震序列及应力降特征研究
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作者 郭寅 李金 向元 《内陆地震》 2024年第2期105-111,共7页
研究乌什M_(S)7.1地震序列时间和空间变化以及震源参数特征,结果表明地震余震主要分布在主震北东和南西两侧,展布与迈丹断裂的走向基本吻合。目前序列b值为0.67,h值为1.3,p值为1.28。震源机制解为逆冲型,应力降处于低值水平,序列衰减基... 研究乌什M_(S)7.1地震序列时间和空间变化以及震源参数特征,结果表明地震余震主要分布在主震北东和南西两侧,展布与迈丹断裂的走向基本吻合。目前序列b值为0.67,h值为1.3,p值为1.28。震源机制解为逆冲型,应力降处于低值水平,序列衰减基本正常。此次地震为主震—余震型,最大余震为M_(S)5.8地震。 展开更多
关键词 乌什M_(S)7.1地震 地震序列 震源机制解 应力降
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磐安地震序列的震源参数和谱振幅相关系数研究
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作者 张锦玲 汪贞杰 马小军 《防灾减灾学报》 2024年第1期21-28,共8页
基于浙江测震台网记录到的2017年2—9月磐安地区发生的地震序列资料,采用Brune震源模型理论和波谱分析方法,得到磐安震群序列的应力降、视应力等震源参数。利用台站的零频幅值,计算谱振幅相关系数。采用聚类分组,并结合Cut and Paste(C... 基于浙江测震台网记录到的2017年2—9月磐安地区发生的地震序列资料,采用Brune震源模型理论和波谱分析方法,得到磐安震群序列的应力降、视应力等震源参数。利用台站的零频幅值,计算谱振幅相关系数。采用聚类分组,并结合Cut and Paste(CAP)反演方法得到ML4.0主地震事件的震源机制解,系统分析小地震的震源机制的一致性程度。结果显示:震源区应力降值在0.00~0.80 MPa之间,整体构造应力较低;谱振幅相关系数较低,在0.86~0.95之间,震源机制整体相似程度不高;应力积累没有形成一个优势方向,可能指示磐安序列为低摩擦应力的断层作用。研究结果表明:磐安地震序列为普通的小震序列,其震源机制类型与构造应力场基本一致;谱振幅相关分析法可为小震序列的震后快速判定提供重要依据。 展开更多
关键词 地震序列 震源参数 应力降 谱振幅相关系数 震源机制
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震源应力降的国内外研究进展综述 被引量:2
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作者 江宁波 吴微微 左洪 《地震研究》 CSCD 北大核心 2024年第2期163-177,共15页
应力降作为描述震源标度特性的基本参数,对于了解震源过程的物理性质至关重要,也是地震序列研究和地震危险性评估中必不可少的关键震源参数。为反映近年来国内外关于震源应力降研究的进展,整理了应力降的相关定义、计算方法,探讨了其与... 应力降作为描述震源标度特性的基本参数,对于了解震源过程的物理性质至关重要,也是地震序列研究和地震危险性评估中必不可少的关键震源参数。为反映近年来国内外关于震源应力降研究的进展,整理了应力降的相关定义、计算方法,探讨了其与地震矩、构造块体、断层参数、震源深度和热流之间的相关性,并对其在构造地震序列研究、诱发地震研究、火山地震研究和地震动预测模型中的应用发展趋势进行梳理和综述。由于应力降的计算过程包含较多不确定性,特别是对于小地震而言,介质特性、数据限制、统计样本以及方法差异等都会对应力降值产生影响,建议在解释和应用的时候,采用多种方法交叉验证,并对不同构造区、不同类型的地震序列进行分别讨论。 展开更多
关键词 应力降 震源参数 影响因素 应用发展
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循环荷载作用下木材顺纹受力特性与本构模型研究
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作者 张利朋 谢启芳 +1 位作者 刘伊津 吴亚杰 《土木工程学报》 EI CSCD 北大核心 2024年第3期42-58,共17页
木材循环受力特性与本构模型是木结构在地震、疲劳荷载作用下受力分析的关键。作者设计并加工了一种适用于顺纹循环加载的棱柱体狗骨状木试件与配套夹具,基于35个试件的单调受拉、单调受压等单调加载和循环受拉、循环受压、等幅拉-不等... 木材循环受力特性与本构模型是木结构在地震、疲劳荷载作用下受力分析的关键。作者设计并加工了一种适用于顺纹循环加载的棱柱体狗骨状木试件与配套夹具,基于35个试件的单调受拉、单调受压等单调加载和循环受拉、循环受压、等幅拉-不等幅压、等幅拉压等循环加载试验,分析木材在不同加载条件下的变形特征、破坏模式、应力-应变全曲线性质与加卸载刚度变化行为,并结合木纤维损伤与断裂特征,进一步揭示木材单调/循环受力全过程变形机制。结果表明:木材顺纹拉应力呈前期稳定发展、后期随机跌落特征;顺纹受压在峰值荷载后产生屈曲和剪切两种典型局部化变形模式;循环加卸载骨架曲线与木材单调受拉/受压特征相似,卸载后的反向再加载刚度显著退化。在此基础上,建立能够综合描述木材单调与循环受力行为的统一本构模型,并由试验验证其正确性。研究结果可为木结构数值分析与力学评估提供依据。 展开更多
关键词 木材 循环荷载 顺纹 力学性能 应力跌落 变形局部化 本构模型
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四川固定强震台址场地效应反演研究
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作者 陈科霖 陈学良 《灾害学》 CSCD 北大核心 2024年第4期167-173,共7页
区域地震灾害分析是基于对控制地震地面运动的三个关键因素:震源、传播路径和场地条件的深入了解。这些因素可以借助广义反演技术(Generalized Inversion Technique,GIT),通过强震动记录的频谱分解来单独分析。该文使用完全参数化GIT,对... 区域地震灾害分析是基于对控制地震地面运动的三个关键因素:震源、传播路径和场地条件的深入了解。这些因素可以借助广义反演技术(Generalized Inversion Technique,GIT),通过强震动记录的频谱分解来单独分析。该文使用完全参数化GIT,对2007—2020年四川地区发生的397次地震(3~6.5级)的3338组强震数据进行反演。针对区域场地效应,考虑基岩裂隙或风化作用的影响,确定了四川地区129个固定强震台址的场地放大系数。在介质衰减效应方面,区域几何衰减平均水平被确定为R^(-0.6),S波平均品质因子为150.33f^(0.78)。对于震源参数,区域应力降均值水平为9.25 MPa。该文结果可以为地震动建模或随机S波模拟提供合理的输入参数及数据,从而改进确定性地震危险性评估。 展开更多
关键词 广义反演技术 场地效应 应力降 品质因子Q
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不同粗糙度与围压下断层黏滑失稳的数值模拟研究
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作者 崔鹏 李地元 +5 位作者 弓昊 方旭刚 罗平框 蒋京泰 肖磊 张发宇 《金属矿山》 CAS 北大核心 2024年第9期65-74,共10页
断层断面粗糙度与围压大小对断层黏滑过程中的力学特性具有重要影响。以某深部矿山断层周边的白云岩为研究对象,通过建立精细化数值模型,开展围岩试件的双轴压缩数值模拟,分析围压大小与断面粗糙程度对断层矿震失稳的影响规律。研究结... 断层断面粗糙度与围压大小对断层黏滑过程中的力学特性具有重要影响。以某深部矿山断层周边的白云岩为研究对象,通过建立精细化数值模型,开展围岩试件的双轴压缩数值模拟,分析围压大小与断面粗糙程度对断层矿震失稳的影响规律。研究结果表明:随着断层粗糙程度JRC值与围压增大,围岩试件的弹性模量与弹性极限增大,轴向峰值应力增大且与变量之间保持正相关关系,试件剪胀效果减弱,围岩试件发生黏滑事件的次数减少,平均应力降数值与黏滑周期增大,导致断层活化被抑制,且一旦断层发生失稳,释放的能量大震级高;围岩试件的微观破坏机制以剪切为主、拉伸为辅,宏观表现为拉剪混合破坏;法向力链的热点分布区域平行于加载方向,切向力链的热点分布区域与剪切裂隙的热点分布区域相对应;随着断层粗糙程度JRC值增大,断层黏滑后对周边围岩的影响范围呈现多区域局部集中化分布;由围岩试件颗粒峰值速度分布可知,随着围压增大,断层黏滑后对周边围岩的影响范围更广,且主要集中于上下加载端位置。 展开更多
关键词 断层矿震 黏滑事件 断层断面粗糙度 围压 应力降 黏滑周期
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含不同落差断层深部煤层开采围岩稳定性研究
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作者 詹召伟 王彦敏 +4 位作者 高超 王传晨 彭瑞 姜士源 杨学红 《煤炭技术》 CAS 2024年第9期88-96,共9页
随煤炭开采深度不断加大,煤矿隐含断层及其分叉点多等问题愈发严重。以山东某矿井为背景,采用数值模拟和理论分析相结合的研究方法,建立了存在不同落差断层情况下的煤层开采模型,研究了工作面开采超前影响范围与不同落差断层之间的关系... 随煤炭开采深度不断加大,煤矿隐含断层及其分叉点多等问题愈发严重。以山东某矿井为背景,采用数值模拟和理论分析相结合的研究方法,建立了存在不同落差断层情况下的煤层开采模型,研究了工作面开采超前影响范围与不同落差断层之间的关系。结果表明:随着断层落差的减小,断层对围岩应力分布及变形的影响范围逐渐减小;当回采工作面未穿过断层时,运输巷支承压力呈“V”形分布,回采工作面穿过断层以后,上下顺槽支承压力随着切眼距离的增大逐渐减小,应力集中系数明显降低,上下顺槽应力集中系数均小于2,上下顺槽的应力主要受采动压力的影响。研究结论可为地质状况相似矿井超前支护范围设计提供指导。 展开更多
关键词 高应力 不同落差 断层 数值模拟 超前支护
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狭窄血管压降及壁面剪应力数值模拟分析
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作者 刘巍 孙傲然 +5 位作者 刘小龙 龙丽丽 王明亮 迟青卓 张宇恒 母立众 《大连理工大学学报》 CAS CSCD 北大核心 2024年第3期228-235,共8页
血管狭窄是一种常见的心脑血管病变类型,狭窄血管的几何及流动参数影响着血管内压降及壁面剪应力分布.基于数值模拟分析了稳态条件下血管狭窄度、狭窄长度、偏心度及雷诺数Re对狭窄血管前后压降及壁面剪应力的影响.结果表明狭窄域压降... 血管狭窄是一种常见的心脑血管病变类型,狭窄血管的几何及流动参数影响着血管内压降及壁面剪应力分布.基于数值模拟分析了稳态条件下血管狭窄度、狭窄长度、偏心度及雷诺数Re对狭窄血管前后压降及壁面剪应力的影响.结果表明狭窄域压降随狭窄长度增加先减小后增大,当狭窄长度接近血管内径2倍时最小.狭窄域压降与轴反向偏心度近似成反比,与轴正向偏心度近似成正比.狭窄血管的径向偏心度越大,狭窄域压降变化幅度越大.此外,在相同狭窄度下,轴正向偏心狭窄的压降比轴反向偏心狭窄的压降更大,当Re<100时狭窄域压降与速度近似成正比,当Re>100时狭窄域压降与速度的平方近似成正比.壁面剪应力整体上随狭窄度增大而增大,在径向偏心狭窄对侧和同侧壁面剪应力大小不同,且随径向偏心度的变化也不同;轴向偏心狭窄的壁面剪应力普遍高于对心狭窄模型,且随Re的增大而增大,当Re<100时增长速度较慢,当Re>100时增长速度较快.研究将有助于评估动脉狭窄引发的血流动力学异常的风险. 展开更多
关键词 血管狭窄 压降 壁面剪应力 偏心度
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单晶铌低温剪切带形成与演化的透射电镜研究
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作者 李习耀 刘皓岚 +1 位作者 翟晓玉 王江伟 《电子显微学报》 CAS CSCD 北大核心 2024年第5期557-563,共7页
作为高度局域化变形的重要塑性载体,低温剪切带通常会导致材料塑性失稳。研究其形成与演化机制对材料低温服役可靠性具有重要意义。本文对不同取向单晶铌的低温剪切带行为展开系统探究。研究表明,位错在不同滑移面的局域化活动导致了{1... 作为高度局域化变形的重要塑性载体,低温剪切带通常会导致材料塑性失稳。研究其形成与演化机制对材料低温服役可靠性具有重要意义。本文对不同取向单晶铌的低温剪切带行为展开系统探究。研究表明,位错在不同滑移面的局域化活动导致了{110}或{112}剪切带的形成,并使材料宏观上表现出低温塑性失稳特征,其力学曲线表现出应力骤降的塑性流变行为。随着剪切带持续增厚,其界面处集聚的位错密度也随之升高,使剪切带-基体取向差逐渐增大;当增厚到微米尺寸后,剪切带界面位错所能协调的两侧晶体取向差趋于饱和。这些结果为发展低温剪切带演化动力学模型提供了实验参照。 展开更多
关键词 低温剪切带 塑性失稳 应力骤降 界面位错
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装药弹体高空跌落冲击动态响应研究
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作者 高鹏 徐鹏 《测试技术学报》 2024年第2期179-186,共8页
弹药意外跌落的冲击作用,可能引发事故甚至导致弹药出现早爆而造成灾难性后果。采用LSDYNA研究了分体式装药弹体从10~35 m范围内6个不同高度垂直撞击混凝土介质的冲击响应,获得了装药弹体从不同高度冲击混凝土介质时冲击过载峰值和脉宽... 弹药意外跌落的冲击作用,可能引发事故甚至导致弹药出现早爆而造成灾难性后果。采用LSDYNA研究了分体式装药弹体从10~35 m范围内6个不同高度垂直撞击混凝土介质的冲击响应,获得了装药弹体从不同高度冲击混凝土介质时冲击过载峰值和脉宽的变化规律、装药内部应力波的传播规律,以及混凝土地面的开坑状况。冲击过载脉宽大约为5 ms,过载峰值最大约为1000 g,装药头部主要受到压缩作用,轴向应力呈近似半正弦规律变化,其最大值为43.9 MPa。开坑数值模拟结果与实验结果吻合较好,证明了数值模拟的合理性。 展开更多
关键词 装药弹体 高空跌落 混凝土靶 开坑 应力波 冲击过载
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