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Far-field coseismic gravity changes related to the 2015 MW7.8 Nepal(Gorkha)earthquake observed by superconducting gravimeters in Chinese mainland 被引量:5
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作者 LeLin Xing ZiWei Liu +3 位作者 JianGang Jia ShuQing Wu ZhengSong Chen XiaoWei Niu 《Earth and Planetary Physics》 CSCD 2021年第2期141-148,共8页
Using data from five SGs at four stations in Chinese mainland,obvious permanent gravity changes caused by the 2015 MW7.8 Nepal(Gorkha)earthquake were detected.We analyzed the gravity effects from ground vertical defor... Using data from five SGs at four stations in Chinese mainland,obvious permanent gravity changes caused by the 2015 MW7.8 Nepal(Gorkha)earthquake were detected.We analyzed the gravity effects from ground vertical deformation(VD)using co-site continuous GPS(cGPS)data collocated at the Lijiang and the Wuhan station,and hydrological effects using GLDAS models and groundwater level records.After removing these effects,SG observations before and after the earthquake revealed obvious permanent gravity changes:−3.0μGal,7.3μGal and 8.0μGal at Lhasa,Lijiang and Wuhan station,respectively.We found that the gravity changes cannot be explained by the results of dislocation theory. 展开更多
关键词 the 2015 nepal earthquake superconducting gravimeter coseismic gravity change
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Source rupture process of the 2015 Gorkha, Nepal Mw7.9 earthquake and its tectonic implications 被引量:6
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作者 Lifen Zhang Jinggang Li +1 位作者 Wulin Liao Qiuliang Wang 《Geodesy and Geodynamics》 2016年第2期124-131,共8页
On 25 April, 2015, an Mw7.9 earthquake occurred in Nepal, which caused great economic loss and casualties. However, almost no surface ruptures were observed. Therefore, in order to interpret the phenomenon, we study t... On 25 April, 2015, an Mw7.9 earthquake occurred in Nepal, which caused great economic loss and casualties. However, almost no surface ruptures were observed. Therefore, in order to interpret the phenomenon, we study the rupture process of the earthquake to seek answers. Inversion of teleseismic body-wave data is applied to estimate the rupture process of the 2015 Nepal earthquake. To obtain stable solutions, smoothing and non-negative constraints are introduced. 48 teleseismic stations with good coverage are chosen. Finite fault model is established with length and width of 195 km and 150 km, and we set the initial seismic source parameters referring to CMT solutions. Inversion results indicate that the focal mechanism of this earthquake is a thrust fault type, and the strike, dip and rake angle are in accordance with CMT results. The seismic moment is 0.9195 ×10^(21)Nm(Mw7.9), and source duration is about 70s. The rupture nucleated near the hypocenter and then propagated along the dip direction to the southeast, and the maximum slip amounts to 5.2 m. Uncertainties on the amount of slip retrieved by different inversion methods still exist, the overall characteristics are inconsistent. The lack of shallow slip during the 2015 Gorkha earthquake implies future seismic hazard and this region should be paid more attention to. 展开更多
关键词 2015 gorkha earthquake Rupture process Main frontal thrust fault Seismic hazard Teleseismic P wave
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Self-Organized Fractal Seismicity and b-Value of Aftershocks of the 2015 Gorkha Earthquake, Nepal
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作者 Sanchit Minocha Imtiyaz A. Parvez 《International Journal of Geosciences》 2020年第8期562-579,共18页
The Gorkha Earthquake that occurred on 25<sup>th</sup> April 2015 was a long anticipated, low angle thrust-faulting shallow event in Central Nepal that devastated the mountainous southern rim of the High H... The Gorkha Earthquake that occurred on 25<sup>th</sup> April 2015 was a long anticipated, low angle thrust-faulting shallow event in Central Nepal that devastated the mountainous southern rim of the High Himalayan range. The earthquake was felt throughout central and eastern Nepal, much of the Ganges River plain in northern India, and northwestern Bangladesh, as well as in the southern parts of the Plateau of Tibet and western Bhutan. Two large aftershocks, with magnitudes 6.6 and 6.7, occurred in the region within one day of the main event, and several dozen smaller aftershocks occurred in the region during the succeeding days. In this study, we have analyzed the 350 aftershocks of the 2015 Gorkha Earthquake of M<sub>w</sub> 7.8 to understand the spatial and temporal distribution of b-value and the fractal correlation dimension. The b-value is found to be 0.833 ± 0.035 from the Gutenberg-Richter relation by the least squares method and 0.95 ± 0.05 by the maximum likelihood method, indicating high stress bearing source zone. The spatial and temporal correlation dimension is estimated to be 1.07 ± 0.028 and 0.395 ± 0.0027 respectively. Spatial correlation dimension suggests a heterogeneous distribution of earthquake epicenters over a linear structure in space, while the temporal correlation dimension suggests clustering of aftershock activity in the time domain. The spatial variation of the b-value reveals that the b-value is high in the vicinity of the mainshock which is due to the sudden release of stress energy in the form of seismic waves. The spatial distribution of correlation dimension further confirms a linear source in the source zone as it varies from 0.8-1.0 in most of the region. We have also studied the temporal variation of b-value and correlation dimension that shows positive correlation for about first 15 days, then a negative correlation for next 45 days and after that, a positive correlation. The positive correlation suggests that the probability of large magnitude earthquakes decreases in response to increased fragmentation of the fault zone. The negative correlation means that there is a considerable probability of occurrences of large magnitude earthquakes, indicating stress release along the faults of a larger surface area<a href="#ref1" target="_blank"> [1]</a>. The correlation coefficient between b-value and the correlation dimension is estimated to be 0.26, which shows that there is no significant relation between them. 展开更多
关键词 nepal earthquake gorkha earthquake B-VALUE Fractal Dimension
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Updating Probabilistic Seismic Intensity at Kathmandu after 2015 Gorkha Earthquake
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作者 Hari Ram Parajuli 《Journal of Civil Engineering and Architecture》 2018年第6期454-461,共8页
Subduction of Indian plate beneath the Eurasian plate has formed three thrust faults along Himalayas. Due to continuous shortening, many earthquakes have occurred in the past causing massive deaths and destructions s... Subduction of Indian plate beneath the Eurasian plate has formed three thrust faults along Himalayas. Due to continuous shortening, many earthquakes have occurred in the past causing massive deaths and destructions showing that earthquakes are the greatest threat. Seismic hazard of the central Himalayan region has been examined based upon kernel density function method. Faults are so nearer that it is difficult to judge which earthquake belongs to which fault and even some parts of the faults do not hold earthquakes, and usual method of assigning the earthquakes to the nearest fault developing magnitude-frequency relationship is not applicable. Thus, seismic hazard is estimated considering area sources with different densities at each location based upon historical earthquakes using kernel density functions which account both earthquake sizes and numbers. Fault is considered as one earthquake with its highest magnitude at centre when calculating density but does not aid in earthquake data base for recurrence relationship. Since there are no specific attenuation laws developed for the Himalayan region, five attenuation laws developed for other subduction zones are selected and used giving equal weight to all to minimize the uncertainties. Then, probabilistic spectra for various natural periods at Kathmandu are calculated and plotted. 展开更多
关键词 earthquakeS FAULTS HIMALAYAS kernel density seismic hazard probabilistic spectra 2015 gorkha earthquake
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Socio-Demographic Impact Study of Nepal Earthquake 2015 at Sindhuli District
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作者 Bishnu B. Khatri 《Open Journal of Earthquake Research》 2018年第1期53-68,共16页
As a result of the two major earthquakes that struck Nepal at 11:56 am on 25 April, and 12 May 2015, nearly 9,000 lives and over half a million homes have been destroyed. In this connection, the paper tries to assess ... As a result of the two major earthquakes that struck Nepal at 11:56 am on 25 April, and 12 May 2015, nearly 9,000 lives and over half a million homes have been destroyed. In this connection, the paper tries to assess the socio- demographic impact of Nepal earthquake 2015 with reference to Sindhuli district. The Sindhuli district of Nepal was one of the highly affected districts among the fourteen severely destructed districts of the central part of Nepal, was purposively selected among them for the study purpose. The paper utilized the both primary and secondary data. The survey found that the earthquakes had unevenly affected the age, gender, poorer, rural locations relative to the urban and less poor areas. It also found that women and children had comparatively fallen victim to anxiety, trauma, depression, feeling helpless, loss of interest (passive) and irrational fear. During the survey, the study found that the NGOs, INGOs, Private and Personal support agencies/actors had played significant role in distribution of relief package at Sindhuli district of Nepal. The distributions of relief materials were challenging because of lack of road connectivity to reach at many earthquake affected villages in Sindhuli district. 展开更多
关键词 SOCIO-DEMOGRAPHIC IMPACT nepal earthquake 2015 Sindhuli DISTRICT
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2015年尼泊尔Gorkha M_W7.9地震与Kodari M_W7.3地震InSAR数据反演及其应力触发分析 被引量:4
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作者 张迎峰 张国宏 +1 位作者 单新建 温少妍 《地震地质》 EI CSCD 北大核心 2017年第1期104-116,共13页
根据喜马拉雅断裂系的构造形态,采用缓倾角反铲型断层模型模拟MHT上地震破裂部分的坡坪式发震构造。利用Alos-2及Sentinel-1获取的InSAR数据,反演获得了2015年尼泊尔Gorkha地震及其最大余震Kodari地震的同震滑动分布模型。与单独利用Alo... 根据喜马拉雅断裂系的构造形态,采用缓倾角反铲型断层模型模拟MHT上地震破裂部分的坡坪式发震构造。利用Alos-2及Sentinel-1获取的InSAR数据,反演获得了2015年尼泊尔Gorkha地震及其最大余震Kodari地震的同震滑动分布模型。与单独利用Alos-2或Sentinel-1 InSAR数据的反演结果相比,利用Alos-2和Sentinel-1 InSAR数据联合反演能够提供Gorkha地震破裂的更多细节信息,尤其对深部信息的约束更加明显。联合反演得到的破裂深度最大可达24km,穿过了该区域的闭锁线,到达了闭锁和蠕滑的转换区域。反演的断层模型倾角在3°~10°之间,最大滑动量出现在地下17km处,约4.5m。Gorkha地震和Kodari地震发震性质相似,都是发生在MHT断层上的低角度逆冲型地震,其中Gorkha地震略带右旋分量。反演结果还显示,Gorkha地震与Kodari地震的破裂滑动在空间上存在互补性,Kodari地震就发生在Gorkha地震的破裂空区内。通过计算Gorkha地震对Kodari地震发震断层的库仑破裂应力加载,发现Kodari地震震中恰位于库伦破裂应力正负交界区域,库仑破裂应力加载达0.4MPa,表明Kodari地震可能受到了Gorkha地震的触发。 展开更多
关键词 尼泊尔gorkha MW7.9地震 同震滑动分布反演 破裂特征 应力触发
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2015年尼泊尔Gorkha地震强地面运动记录分析 被引量:2
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作者 李雪婧 高孟潭 吴健 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2017年第9期3445-3456,共12页
2015年4月25日在尼泊尔Gorkha地区发生M_w7.8地震,距离发震断层约11 km的KATNP台站完整记录了主震的加速度时程.本文根据KATNP台站记录的加速度数据分析了Gorkha地震的地震动特征.结果表明Gorkha地震在KATNP台站处产生的水平向峰值加速... 2015年4月25日在尼泊尔Gorkha地区发生M_w7.8地震,距离发震断层约11 km的KATNP台站完整记录了主震的加速度时程.本文根据KATNP台站记录的加速度数据分析了Gorkha地震的地震动特征.结果表明Gorkha地震在KATNP台站处产生的水平向峰值加速度为0.17 g,竖直向峰值加速度为0.19 g,该数值小于科学家们对如此大规模地震产生的地震动的预期,初步推测这可能是由加德满都山谷产生的非线性响应造成的(Dixit et al.,2015);地震在KATNP台站处产生了地表永久位移,其中竖向永久位移为131.9 cm,水平向永久位移的绝对值为159.2 cm,方向为南偏西19°(199°),据此可简单推算出断层走向约为289°(109°).地震产生了脉冲型地震动,影响因素有盆地效应、地震破裂的向前的方向性效应以及滑冲效应,其中盆地效应的周期约为5 s左右,方向性效应产生的速度脉冲的周期约为8 s左右.加速度反应谱显示在0.5 s和5.0 s左右各有一个峰值,前者是由地震破裂的脉冲式滑移产生的大量高频地震动造成的,后者是由于盆地效应和地震破裂的方向性效应造成的.基于阿里亚斯烈度计算的地震动持时约在36~46 s之间,小于与其规模相当的地震产生的地震动持时,并且不同方向上的地震动持时可能与地震破裂方向有关.阿里亚斯烈度随时间的变化比较简单,也反映了Gorkha地震是一次连续的、能量释放相对简单的地震事件. 展开更多
关键词 尼泊尔 gorkha地震 地震动时程 强地面运动特征
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The NE Directed Seismicity Belt in Tibet after the M_S8.1 Nepal Earthquake and Its Predictive Significance
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作者 Wang Shuangxu Zhu Liangyu +2 位作者 Xu Jing Ji Lingyun Jiang Fengyun 《Earthquake Research in China》 CSCD 2018年第1期119-129,共11页
After the 2015 M_S8. 1 Nepal earthquake,a strong and moderate seismicity belt has formed in Tibet gradually spreading along the northeast direction. In this paper,we attempt to summarize the features and investigate t... After the 2015 M_S8. 1 Nepal earthquake,a strong and moderate seismicity belt has formed in Tibet gradually spreading along the northeast direction. In this paper,we attempt to summarize the features and investigate the primary mechanism of this behavior of seismic activity,using a 2-D finite element numerical model with tectonic dynamic settings and GPS horizontal displacements as the constraints. In addition,compared with the NEtrending seismicity belt triggered by the 1996 Xiatongmoin earthquake,we discuss the future earthquake hazard in and around Tibet. Our results show that: the NE-directed seismicity belt is the response of enhanced loading on the anisotropic Qinghai-Tibetan plateau from the Indian plate and earthquake thrusting. Also,this possibly implies that a forthcoming strong earthquake may fill in the gaps in the NE-directed seismicity belt or enhance the seismic hazard in the eastern( the north-south seismic zone) and western( Tianshan tectonic region) parts near the NE-directed belt. 展开更多
关键词 The 2015 M S8.1 nepal earthquake Qinghai-Tibetan plateau NE-directed SEISMICITY BELT PREDICTIVE SIGNIFICANCE
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2015年尼泊尔强震序列对中国大陆的应力影响 被引量:39
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作者 万永革 盛书中 +3 位作者 李祥 崔华伟 高熹微 沈正康 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2015年第11期4277-4286,共10页
基于2015年尼泊尔地震序列的破裂模型及均匀弹性半空间模型,计算了该地震序列传递到中国西藏境内发生在定日县地震和聂拉木县地震的应力.2015年尼泊尔地震序列导致定日县地震和聂拉木地震节面和滑动方向的库仑应力增加(2~3)×10^3... 基于2015年尼泊尔地震序列的破裂模型及均匀弹性半空间模型,计算了该地震序列传递到中国西藏境内发生在定日县地震和聂拉木县地震的应力.2015年尼泊尔地震序列导致定日县地震和聂拉木地震节面和滑动方向的库仑应力增加(2~3)×10^3 Pa和(2.4~3.1)×10^5 Pa,表明这两个地震受到尼泊尔地震序列的触发.其次,我们计算了2015年尼泊尔地震序列在中国大陆及其附近主要活动断层上产生的库仑应力变化.喜马拉雅主山前逆冲断裂和青藏高原内部的拉张正断层上的库仑应力有较大的增加,而青藏高原的走滑断裂,如阿尔金断裂、东昆仑断裂、玉树玛曲断裂、班公错断裂西部、嘉黎断裂的库仑应力有较大的降低.天山南北两侧的断裂库仑应力降低.而华北及东北、华南地区的库仑应力变化几乎可以忽略不计.最后,计算了该地震序列造成的水平应力变化.水平面应力在2015年尼泊尔地震序列北向(青藏高原大部和新疆区域)增加(拉张),而在地震序列东侧的西藏南部和川滇地区南部降低(压缩),在华北和东北仅有少许增加,在华南地区有少许降低.在中国西部,主压应力表现为以2015年地震序列为圆心的向外辐射状,而主张应力方向与同心圆切线方向大体一致.水平主压应力方向在东北地区为北东向,在华北地区为北东东向,在华南地区为南东东向.这种模式与现今构造应力场方向相似,表现了2015尼泊尔地震序列所代表的印度板块和欧亚板块的碰撞是中国大陆构造变形的主要动力来源. 展开更多
关键词 应力触发 2015年尼泊尔地震序列 震源破裂模型 水平应力
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2015年尼泊尔M_S8.1地震的地壳重力均衡背景与地表形变响应特征 被引量:21
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作者 付广裕 高尚华 +2 位作者 张国庆 佘雅文 孙和平 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2015年第6期1900-1908,共9页
对2015年尼泊尔MS8.1地震的地壳均衡背景及其引起的地表形变特征进行了研究,结果表明:(1)尼泊尔MS8.1地震震中以南的印度板块岩石圈有效弹性厚度大约为9km,加载主要来自地幔;地震以北的拉萨地块岩石圈有效弹性厚度大约为2km,加载主... 对2015年尼泊尔MS8.1地震的地壳均衡背景及其引起的地表形变特征进行了研究,结果表明:(1)尼泊尔MS8.1地震震中以南的印度板块岩石圈有效弹性厚度大约为9km,加载主要来自地幔;地震以北的拉萨地块岩石圈有效弹性厚度大约为2km,加载主要来自地表.(2)尼泊尔MS8.1地震震中以南地区的地壳均衡异常大约为-100mGal(10-5 m·s-2),但其北部的地壳均衡异常则为300~400mGal,尼泊尔MS8.1地震发生在地壳均衡负异常向正异常过渡的高梯度带上.(3)尼泊尔MS8.1地震使震中周围地区的地壳整体向南运动,最大水平位移超过1.5m,分布在震中东南.震中以北的同震垂向位移总体为负值,最大下降幅度超过0.5m,同震重力变化总体为正值,最大超过60μGal(10-8 m·s-2);震中以南的垂向位移总体为正值,最大升幅超过0.7m,同震重力变化总体为负值,最大降幅超过-120μGal.(4)尼泊尔MS8.1地震使"世界屋脊"喜马拉雅山脉产生沉降,最大同震降幅超过120mm,震后松弛效应将使"世界屋脊"持续缓慢下降.该强震使世界最高峰珠穆朗玛峰降低了2~3mm,有可能被GPS、InSAR等现代大地测量工具检测到. 展开更多
关键词 2015年尼泊尔MS8.1地震 岩石圈有效弹性厚度 EGM2008重力场模型 球体位错理论 喜马拉雅山脉
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基于库仑应力变化分析2015年尼泊尔M_S8.1地震对中国大陆的影响 被引量:5
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作者 徐晶 李海艳 +2 位作者 邵志刚 冯建刚 张竹琪 《地震》 CSCD 北大核心 2016年第1期69-77,共9页
本文采用分层黏弹性介质模型,模拟了2015年4月25日尼泊尔MS8.1地震产生的同震和震后地表位移场,计算了尼泊尔大地震引起的青藏高原及其周缘主要断裂上的同震和震后库仑应力变化。地表位移场结果显示,此次尼泊尔8.1级地震对中国大陆的影... 本文采用分层黏弹性介质模型,模拟了2015年4月25日尼泊尔MS8.1地震产生的同震和震后地表位移场,计算了尼泊尔大地震引起的青藏高原及其周缘主要断裂上的同震和震后库仑应力变化。地表位移场结果显示,此次尼泊尔8.1级地震对中国大陆的影响区域主要是拉萨地块和羌塘地块,对拉萨块体的影响主要表现为水平向南朝喜马拉雅构造带的汇聚作用,垂直同震位移以下降为主,震后以上升为主。静态库仑破裂应力变化的计算结果显示,尼泊尔大地震对青藏块体中南部的拉张性断层影响最为显著,其中,使尼泊尔地震北部的拉张断层的库仑应力显著增加,个别断层库仑应力增加量超过0.01MPa,而使其两侧的拉张断层库仑应力明显降低;对青藏块体中部的走滑断裂则以正影响为主;另外,对南北地震带主要以负影响为主,但量值微小。 展开更多
关键词 库仑破裂应力变化 青藏块体 断层相互作用 2015年尼泊尔8.1级地震 中国大陆
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2015年尼泊尔强震序列导致的喜马拉雅山峰位移场 被引量:2
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作者 万永革 靳志同 +3 位作者 崔华伟 黄骥超 李瑶 李祥 《地震地质》 EI CSCD 北大核心 2017年第4期699-711,共13页
基于2015年尼泊尔地震序列的破裂模型及均匀弹性半空间模型,计算了该地震序列导致的喜马拉雅山脉及邻区的位移场。结果表明:尼泊尔地震序列所导致的位移场呈南北两侧水平分量向震中会聚的分布形式,水平位移最大达871~962mm,并且距震中... 基于2015年尼泊尔地震序列的破裂模型及均匀弹性半空间模型,计算了该地震序列导致的喜马拉雅山脉及邻区的位移场。结果表明:尼泊尔地震序列所导致的位移场呈南北两侧水平分量向震中会聚的分布形式,水平位移最大达871~962mm,并且距震中越远水平位移量越小,但震中南侧的水平位移量随震中距衰减更快。震中北侧出现了明显沉降,最大沉降量达376~474mm,大部分震中及以南区域出现了明显隆升,最大值达626~677mm。文中还估计了该地震序列导致的周围喜马拉雅山脉部分山峰的位移场,结果表明希夏邦马峰的位移最大,水平位移达393mm,下沉36mm;世界最高峰珠穆朗玛峰近S向水平移动36mm,下沉9mm;其他山峰的位移因与到尼泊尔地震序列的震中距离和方位的不同而不同。 展开更多
关键词 2015年尼泊尔地震序列 震源破裂模型 位移场 珠穆朗玛峰
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2015年尼泊尔地震三维发震构造及地震危险性研究 被引量:2
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作者 姚琪 徐锡伟 +5 位作者 邢会林 程佳 江国焰 马未宇 刘杰 杨文 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2018年第6期2332-2343,共12页
2015年4月25日尼泊尔M_W7.8地震发生在喜马拉雅造山带上,人们普遍认为该地震不足以释放该造山带上累积的能量,但对该地区后续地震危险性评价多基于二维或是假三维的形变反演计算结果.本研究从2015年尼泊尔地震主震与其最大余震M_W7.3地... 2015年4月25日尼泊尔M_W7.8地震发生在喜马拉雅造山带上,人们普遍认为该地震不足以释放该造山带上累积的能量,但对该地区后续地震危险性评价多基于二维或是假三维的形变反演计算结果.本研究从2015年尼泊尔地震主震与其最大余震M_W7.3地震之间的关系出发,着重分析讨论了尼泊尔地震的时间和空间的非均匀性,结合震源机制解、地壳速度结构、精定位后的余震分布及InSAR反演结果,建立了三维发震构造模型,利用非线性摩擦有限元方法,对一个地震周期内断层摩擦行为和块体变形进行了模拟,将计算结果和地表同震形变、形变反演的同震破裂、历史地震时空演化进行对比,在确认该三维模型可靠性的基础上,讨论了该地区后续地震的可能位置,认为在1934年比哈—尼泊尔M_W^8.1地震以东区域,还存在发生大地震的可能,在最大余震M_W7.3地震东南部位,还存在发生中大地震的可能. 展开更多
关键词 2015尼泊尔地震 三维模型 走向不均匀 非线性摩擦 有限元方法 地震危险性
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基于方差分量估计的2015年尼泊尔M_W7.8地震同震滑动分布 被引量:7
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作者 方进 许才军 +3 位作者 温扬茂 许光煜 丁开华 何平 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2019年第3期923-939,共17页
基于三角位错的断层自动剖分方法,联合ALOS-2InSAR和GPS同震位移数据反演了2015年尼泊尔MW7.8地震的发震断层参数及滑动分布.反演中基于赫尔默特方差分量估计方法确定InSAR、GPS水平向与垂直向的3种观测位移数据的相对权比.反演结果显示... 基于三角位错的断层自动剖分方法,联合ALOS-2InSAR和GPS同震位移数据反演了2015年尼泊尔MW7.8地震的发震断层参数及滑动分布.反演中基于赫尔默特方差分量估计方法确定InSAR、GPS水平向与垂直向的3种观测位移数据的相对权比.反演结果显示,方差分量估计方法定权得到的最大滑动量5.5m,大于验前方差定权给出的5.1m的结果,同时前者显示同震破裂沿东南方向传播至接近MW7.3最大余震区域,然后分别继续向北和东南传播约30km,并形成一个滑动空区(slip gap),而后者的结果没有表现出这种显著的滑动空区特征.方差分量估计定权得到的滑动模型能更好地解释观测到的InSAR同震形变场,其拟合残差标准差较验前方差定权的结果减小了2.5cm,GPS的东和北分量的残差标准差分别减小了0.4cm和0.9cm.与两种不同的基于矩形位错的方法相比,利用方差分量估计的三角位错断层自动剖分方法的滑动误差均值和标准差相对最小,其中均值为0.037m,标准差为0.028m,表明该方法得到的滑动模型具有相对更好的无偏性和有效性. 展开更多
关键词 同震滑动分布反演 断层自动剖分 三角位错 方差分量估计 2015尼泊尔地震
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基于InSAR分析2015年尼泊尔M_W7.8地震形变场特征及断层滑动分布反演 被引量:2
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作者 徐小波 马超 +2 位作者 洪顺英 连达军 张迎峰 《地震》 CSCD 北大核心 2020年第4期76-89,共14页
2015年4月25日尼泊尔发生了MW7.8地震,本文基于震前、震后两景Sentinel-1A雷达影像,采用D-InSAR两轨差分干涉法提取了此次地震的同震形变场。结果显示,同震形变场位于喜马拉雅造山带—主边界逆冲断裂(MBT)和主前锋逆冲断裂(MFT)附近,形... 2015年4月25日尼泊尔发生了MW7.8地震,本文基于震前、震后两景Sentinel-1A雷达影像,采用D-InSAR两轨差分干涉法提取了此次地震的同震形变场。结果显示,同震形变场位于喜马拉雅造山带—主边界逆冲断裂(MBT)和主前锋逆冲断裂(MFT)附近,形变场整体表现为自西北向往东南方向延伸近150 km的纺锤形包络状,以大面积隆起抬升形变为主,视线向最大隆升形变达1.18 m,抬升区北侧存在一小沉陷区,以InSAR观测值定位同震最大形变中心。基于均匀介质弹性半空间模型(Okada模型)与InSAR观测数据反演了断层滑动分布。反演结果表明该地震属于典型逆冲型地震,发震断层为主喜马拉雅逆冲断裂(MHT),同震破裂从主喜马拉雅逆冲断裂(MHT)向上沿着主前锋逆冲断裂(MFT)传递。基于InSAR同震形变场局部形变细节,结合震区地质背景、断裂分布及断层运动特征,获得了同震破裂拟出露地表迹线。 展开更多
关键词 2015年尼泊尔M_W7.8地震 D-INSAR 同震形变场 滑动分布反演
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基于GPS观测的2015年尼泊尔M_S8.1地震多尺度震后形变特征 被引量:3
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作者 苏小宁 孟国杰 《地震》 CSCD 北大核心 2018年第4期1-13,共13页
2015年4月25日青藏高原南缘的喜马拉雅地震带发生尼泊尔M_S8.1大地震,中国藏南区域和尼泊尔境内的GPS连续站均观测到了明显的同震和震后形变。收集中国大陆构造环境监测网络藏南区域GPS基准站和尼泊尔境内的GPS连续观测站数据,采用统一... 2015年4月25日青藏高原南缘的喜马拉雅地震带发生尼泊尔M_S8.1大地震,中国藏南区域和尼泊尔境内的GPS连续站均观测到了明显的同震和震后形变。收集中国大陆构造环境监测网络藏南区域GPS基准站和尼泊尔境内的GPS连续观测站数据,采用统一策略精密解算后获得了测站坐标时序。利用震前两年以上的数据拟合测站长期构造运动和周期性非构造运动,并从震后的时间序列扣除之后获得了GPS测站的震后形变。采用震后余滑的对数型模型、粘弹性松弛的指数型模型以及二者组合的综合模型等3种震后形变模型拟合了GPS测站观测到的震后形变。采用基于贝叶斯估计的马尔科夫链蒙特卡洛(Markov Chain Monte Carlo,MCMC)算法反演了模型参数。结果显示,对数型模型加指数型模型的综合模型能够更好地拟合GPS观测到的震后形变,表明GPS观测到的震后形变至少包含两种不同的变形机制,具有多尺度特征。指数型模型的特征时间为876.623年,对应的等效粘滞系数为8.30×10^(20) Pa·s。对比不同测站两年内所积累的震后形变与同震比值,相比震中附近的测站,中国藏南区域GPS测站观测到的震后形变所占比例更高,可能指示喜马拉雅地震带主要断裂的持续性加载,其地震危险性值得进一步关注。 展开更多
关键词 尼泊尔地震 GPS 贝叶斯估计 对数型模型 指数型模型 多尺度特征
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尼泊尔8.1级地震后青藏高原NE向地震活动条带的形成及其意义 被引量:2
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作者 王双绪 朱良玉 +2 位作者 徐晶 季灵运 蒋锋云 《中国地震》 北大核心 2017年第2期239-247,共9页
针对2015年4月25日发生于印度板块北边界中段的尼泊尔8.1级地震后,青藏高原中强以上地震活动呈现NE向条带分布的现象,本文将区域地质构造动力环境和以GPS水平位移为约束的数值模拟相结合,初步分析研究了这一地震活动条带的基本特征和形... 针对2015年4月25日发生于印度板块北边界中段的尼泊尔8.1级地震后,青藏高原中强以上地震活动呈现NE向条带分布的现象,本文将区域地质构造动力环境和以GPS水平位移为约束的数值模拟相结合,初步分析研究了这一地震活动条带的基本特征和形成机理;进而将其与1996年前后出现在青藏高原及东北部邻区的"西藏榭通门-内蒙古包头"NE向地震活动条带、以及该条带形成后强震活动由东向西的迁移状况进行比较,探讨了目前的NE向地震活动条带对未来强震活动趋势的预示意义。结果认为:尼泊尔8.1级地震后青藏高原NE向中强以上地震活动条带,是在印度板块北推挤压动力持续作用下,因青藏高原NE向构造应力加强引起的构造活动响应,并与尼泊尔大地震低角度逆冲错动和地壳介质能量传递影响有关;而未来地震趋势可能使该条带附近强震活动"填空",进而使该条带东、西两侧较大范围强震活动性增强。 展开更多
关键词 尼泊尔8 1级地震 青藏高原 NE向地震活动条带
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尼泊尔8.1级大震与中国大陆西部8级大震预测研究 被引量:4
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作者 门可佩 《南京信息工程大学学报(自然科学版)》 CAS 2015年第3期281-288,共8页
自1300年以来的715 a间,中国大陆及其邻区共发生M≥8大震25次,呈现出显著的自组织有序性.特别是从1902年到2001年的100 a间,中国大陆西部地区发生3对前后间隔4 a的8级大震有序对.基于信息预测理论,在对中国大陆8级大震有序网络构建及其... 自1300年以来的715 a间,中国大陆及其邻区共发生M≥8大震25次,呈现出显著的自组织有序性.特别是从1902年到2001年的100 a间,中国大陆西部地区发生3对前后间隔4 a的8级大震有序对.基于信息预测理论,在对中国大陆8级大震有序网络构建及其总结研究的基础上,补充尼泊尔3次8级大震新信息:2015年8.1级、1934年8.1级和1833年8级大震,进一步优化完善并构建8级大震二维与三维有序网络结构,并由此对未来8级大震进行预测.研究结果表明:2015年尼泊尔8.1级大震的发生,标志着新一轮8级大震活动的开始,未来数十年内大震强震将在青藏高原地区由南向北迁移发生,2022与2026年前后中国大陆西部将发生新的8级大震有序对,2029、2045年前后仍有可能发生8级大震. 展开更多
关键词 2015年尼泊尔8.1级大震 中国大 陆西部 信息有序网络结构 8级大震有 序对 M≥8大震预测
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Characteristics of landslide in Koshi River Basin,Central Himalaya 被引量:5
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作者 ZHANG Jian-qiang LIU Rong-kun +3 位作者 DENG Wei KHANAL Narendra Raj GURUNG Deo Raj MURTHY Manchiraju Sri Ramachandra 《Journal of Mountain Science》 SCIE CSCD 2016年第10期1711-1722,共12页
Koshi River basin, which lies in the Central Himalayas with an area of 71,500 km2, is an important trans-boundary river basin shared by China, Nepal and India. Yet, landslide-prone areas are all located in China and N... Koshi River basin, which lies in the Central Himalayas with an area of 71,500 km2, is an important trans-boundary river basin shared by China, Nepal and India. Yet, landslide-prone areas are all located in China and Nepal, imposing alarming risks of widespread damages to property and loss of human life in both countries. Against this backdrop, this research, by utilizing remote sensing images and topographic maps, has identified a total number of 6877 landslides for the past 23 years and further examined their distribution, characteristics and causes. Analysis shows that the two-step topography in the Himalayan region has a considerable effect on the distribution of landslides in this area. Dense distribution of landslides falls into two regions: the Lesser Himalaya(mostly small and medium size landslides in east-west direction) and the TransitionBelt(mostly large and medium size landslides along the river in north-south direction). Landslides decrease against the elevation while the southern slopes of the Himalayas have more landslides than its northern side. Change analysis was carried out by comparing landslide distribution data of 1992, 2010 and 2015 in the Koshi River basin. The rainfallinduced landslides, usually small and shallow and occurring more frequently in regions with an elevation lower than 1000 m, are common in the south and south-east slopes due to heavy precipitation in the region, and are more prone to the slope gradient of 20°~30°. Most of them are distributed in Proterozoic stratum(Pt3ε, Pt3 and Pt2-3) and Quaternary stratum. While for earthquake-induced landslides, they are more prone to higher elevations(2000~3000 m) and steeper slopes(40°~50°). 展开更多
关键词 LANDSLIDE Koshi River Basin Central Himalayas April 2015 nepal earthquake
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Landslide characteristics and its impact on tourism for two roadside towns along the Kathmandu Kyirong Highway 被引量:2
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作者 Susmita DHAKAL CUI Peng +4 位作者 Chandra Prasad RIJAL SU Li-jun ZOU Qiang MAVROULI Olga WU Chun-hao 《Journal of Mountain Science》 SCIE CSCD 2020年第8期1840-1859,共20页
Frequent landslide events affect the Kathmandu Kyirong Highway(KKH),one of the most strategic Sino-Nepal highways,with multiple social effects.Amongst them,the impacts on local tourism,although being substantial,have ... Frequent landslide events affect the Kathmandu Kyirong Highway(KKH),one of the most strategic Sino-Nepal highways,with multiple social effects.Amongst them,the impacts on local tourism,although being substantial,have not been studied so far.The aim of this research is to analyze the characteristics of such landslides and their influence on road damages and/or blockages as well as on local tourism industry.We analyzed the co-seismic landslides triggered by the Gorkha Earthquake,2015(7.8 Mw),the post-seismic landslides that occurred during the monsoons following the earthquake,as well as landslides which occurred or reactivated in 2018,with relation to the damage that they caused to the highway.High resolution satellite images from 2015 to 2018,and field data were used for the analysis.The Langtang avalanche that locates off the highway was also mapped due to its high impacts on tourism.Between 2015 and 2018,the number of road damaging landslides in the Betrawati-Rasuwagadhi section of KKH(where Dhunche and Syafrubesi towns are located)was 101 in the main track(MT)and 103 in the new track(NT),with respective average density of 1.46/km and 3.63/km.The dominant observed landslide types were debris slides and rock falls.Landslides were mostly concentrated in the locations with the following characteristics:1)having higher elevated area,2)being located with the‘main central thrust’and other lineaments’belts,3)belonging to the Proterozoic lesser Himalayan rocks,4)having a slope gradient of 25°-45°,5)having northern,western and southern slope aspect,6)being subjected to average annual rainfall of higher than 1,000 mm,and 7)having less than 4 km distance from the past earthquake epicenters.The results further indicated that 7 rain-induced and 4 co-and post-seismic landslides have great impact on tourist flows.An impact analysis was also assessed through a door to door questionnaire survey with local hotel operators from Dhunche and Syafrubesi towns(n=29+31).The results reveal that out of six rigorously affected sectors by landslides leading to road blockage,tourism business is the most impacted livelihood sector in these towns.The reduction of visitors in different hotels ranged from 50%-100%in Dhunche and 70%-100%in Syafrubesi for the first year aftermath of the tremor.This is higher than the respective 5%-50%tourist reduction due to raininduced landslides.Using as a reference the base year 2014,the income loss of hotels in both towns was found to be 50%-100%in 2015,20%-100%in 2016,5%-75%in 2017,and similar to 35%in 2018.These results provide insights on the synergic effect of contributing factors for cut slope as well as down slope instability along mountainous motorways and their impact on income sources for local communities. 展开更多
关键词 LANDSLIDES TOURISM Road damage Local economic impact Sino nepal highway gorkha earthquake 2015
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