基于GPS观测的六盘山断裂震间闭锁特征研究

综合利用1999—2013年中国大陆构造环境监测网络GPS速度场与跨六盘山断裂布设的10个GPS连续站观测剖面, 基于块体-位错模型, 研究了六盘山断裂震间闭锁性质与滑动亏损的空间分布。 结果显示, 六盘山断裂震间闭锁具有明显的分段特征, 其中断裂南段的闭锁程度最强, 滑动亏损速率的平均值最大, 地震危险性最高; 断裂北段闭锁程度弱于南段, 但断层浅部的滑动亏损速率平均值最大, 应变积累速度快, 也具有一定的发震能力; 中段闭锁程度最弱, 滑动亏损速率最小, 发震可能性小于南段和北段。     

基于GPS观测的红河断裂带现今分段及闭锁特征

红河断裂带是川滇地区重要的活动边界断裂之一, 了解红河断裂带不同段落的活动特性对理解川滇地区以及青藏高原东南缘的运动特征有着重要意义.本文利用2014—2018年红河断裂带加密的GPS站点, 结合1999—2016年中国大陆GPS速度场数据, 获取了红河断裂带附近的现今GPS速度场.本文首先采用F检验法将研究区域划分为5个相对独立的块体: 华南块体、大凉山块体、川西北块体、滇中块体和滇西南块体; 再通过GPS速度场的剖面投影分析, 将红河断裂带分为三个段落: 北段由洱源至弥渡、中段由弥渡至元江、南段由元江至元阳.在此基础上, 本文顾及红河断裂带近场的丽江—小金河断裂带、小江断裂带、无量山断裂带和楚雄—建水断裂带的影响, 采用三维弹性块体模型和负位错理论, 反演得到了红河断裂带、丽江—小金河断裂带和小江断裂带的滑动速率、震间闭锁程度, 并分别对建模断裂带进行了模型分辨率检测.结果表明: (1)红河断裂带北段地表以下16 km深度为完全闭锁状态, 中段地表以下8 km深度为完全闭锁状态, 南段闭锁程度显著弱于北段、中段; 红河断裂带北段仍然具有较高的地震危险性; (2)红河断裂带中南段可能不再独立的作为滇中块体的西南边界, 而是与两侧的无量山断裂带和楚雄—建水断裂带一起承担了块体边界的作用, 尤其是在红河断裂带南段; (3)红河断裂带南段位于滇中块体到华南块体的转换区内, 运动性质发生了转变, 由中段、北段的右旋走滑运动变为左旋走滑运动.

     

2015年尼泊尔MW7.9地震应力状态与余震空间分布规律

本文利用2015年尼泊尔M_W7.9地震断层面滑动位移分布的运动学反演结果,通过傅里叶变换法得到了主断层面上的两分量应力状态,并研究了余震的空间分布和断层面上应力状态之间的关系.发现滑动位移分布与应力状态分布都相对较为集中,大约70%的余震分布在应力变化为正的区域,而其余发生在应力降区域的余震,又大多发生在应力变化梯度较大的地区.为了得到一个更符合实际的滑动模型来解释余震的触发机制,我们计算了波数域中滑动位移和应力状态的傅里叶谱,发现此次地震的滑动位移和应力状态近似满足k^-3和k^-2衰减.我们利用简化的圆盘模型说明了非均匀应力变化下的衰减过程,计算了圆盘模型的有效半径r_e约等于0.7倍的圆盘半径.这就说明圆盘模型中应力增加的部分应该占整个圆盘破裂面积的51%.在本次尼泊尔M_W7.9地震实例中,断层面上应力状态为负的区域比滑动位移为正的区域有了明显地缩小.事实表明,余震可以发生在有滑动位移的区域,非均匀应力降模型比均匀应力降模型更加接近真实的震源破裂过程.     

青藏高原东北缘主要断裂滑动速率及其动力学意义

本文利用青藏高原东北缘地区1991—2015年的GPS速度场资料, 基于弹性球面块体模型获得了区域活动断裂的滑动速率, 并讨论了断裂滑动速率分配的动力学意义。 反演结果表明, 青藏高原东北缘地区主要块体以北东向并兼顺时针旋转运动为主; 区域断裂平均闭锁深度为17 km; 另外, 各主要断裂滑动速率也不尽相同。 其中, 阿尔金断裂、 东昆仑断裂左旋走滑速率为10～12 mm/a, 祁连—海原断裂左旋走滑速率为3～5 mm/a, 鄂拉山断裂、 拉脊山断裂右旋走滑速率为1～3 mm/a。 阿尔金断裂、 祁连—海原断裂、 东昆仑断裂的走滑速率被其端部的山脉隆起和逆冲断裂所吸收和转换, 鄂拉山断裂和拉脊山断裂则起到了调节块体间运动平衡的作用。     

Cycle Slip Detection and Ambiguity Resolution Algorithms for Dual-Frequency GPS Data Processing

This article investigates the problem of cycle slip detection and ambiguity resolution using dual-frequency GPS data. Several algorithms are proposed and described. F or cycle slip detection, three L1/L2 observable combinations have been integrated to formulate a new algorithm for cycle slip detection. For ambiguity resolution, both widelane and narrowlane ambiguity resolution algorithms are presented, but the focus is on the narrowlane ambiguity resolution. Numerical results are included to evaluate the performance of the proposed algorithms, which have shown that cycle slips can be effectively detected and the narrowlane ambiguities can be resolved almost instantaneously after successful determination of the widelane ambiguities.     

攀西地区活断层研究(英文)

本文根据攀西地区活断层长期滑动速率及历史上最大地震震级上限,把攀西地区的活断层划分为A、B、C三级,并对区内几条主要活断层的近代活动特征进行了较全面的研究。指出第四纪断裂活动沿断裂带在空间上和时间上是有明显的分段性和不均匀性,断裂上的位移是以一种地震构造上的脉冲形式出现的,地震与晚更新世、全新世和现代断裂活动在空间上和成因上有密切的联系。     

A study of the 2 December 2002 (M5.5) Vartholomio (western Peloponnese, Greece) earthquake and of its largest aftershocks

Broadband data from the Greek National Seismological Network are used to study the moderate size (M5.5) earthquake, which occurred on 2 December 2002 near the town of Vartholomio, in western Peloponnese (Greece). Time domain moment tensor inversion applied to retrieve the focal mechanism of the mainshock and of three of the larger aftershocks of the sequence, revealed almost pure strike-slip faulting along NW–SE or NE–SW trending nodal planes. The relative source time functions for the mainshock, obtained from an empirical Green's function analysis, do not reveal any clear directivity to any of the stations. A careful observer might suggest directivity towards NW, if any. Optimum values are 0.4 s for the rise time and 2.7 km/s for the rupture velocity. The spatial and temporal distribution of fault slip showed that the major part of the resolved slip occurred beneath the mainshock's epicenter, 20 km underneath the western coast of Peloponnese. This probably accounts for the considerable damage observed to the nearby towns. The resolution between the two nodal planes does not permit an identification of the fault plane; however the statistics on the slip distribution model, the preliminary analysis of aftershock locations and macroseismic data favour the NW–SE trending plane as the fault plane, which is connected with sinistral strike-slip motions. These are the first implications for sinistral strike-slip motions in this area and more data are needed in the future to get more reliable resolution of the motions.     

尼泊尔M_W7.8地震InSAR同震形变场及断层滑动分布

采用DInSAR技术和欧空局2014年新发射的Sentinel-1A/IW数据,获取了2015年4月25日尼泊尔M_W7.8地震的InSAR同震形变场.所用InSAR数据扫描范围东西长约500 km,南北宽约250 km,覆盖了整个变形区域,揭示了形变场的全貌及其空间连续变化形态.此次地震造成的地表形变场总体呈现为中部宽两端窄的纺锤形,从震中向东偏南约20°方向延伸,主要形变区东西长约160 km,南北宽约110 km,由规模较大的南部隆升区和规模较小的北部沉降区组成,南部最大LOS向隆升量达1.1 m,北部最大LOS向沉降量约在0.55 m.在隆升和沉降区之间干涉纹图连续变化,没有出现由于形变梯度过大或地表破裂而导致的失相干现象,表明地震断层未破裂到地表.基于InSAR形变场和部分GPS观测数据,利用弹性半空间低倾角单一断层面模型进行了滑动分布单独反演和联合反演,三种反演结果均显示出一个明显的位于主震震中以东的滑动分布集中区,向外围衰减很快,主要滑动发生于地下7~23 km的深度范围内.InSAR单独反演的破裂范围,特别是东西向破裂长度大于GPS单独反演的破裂长度,而InSAR单独反演的最大滑动量则低于GPS单独反演的滑动量.因此认为联合反演结果更为可靠.联合反演的破裂面长约150 km,沿断层倾向宽约70 km,最大滑移量达到4.39 m,矩震级为M_W7.84,与之前用地震波数据和GPS数据反演的结果一致.     

Late Quaternary deformation and slip rates in the northern San Andreas fault zone at Olema Valley, Marin County, California

Quaternary sedimentary deposits along the structural depression of the San Andreas fault (SAF) zone north of San Francisco in Marin County provide an excellent record of rates and styles of neotectonic deformation in a location near where the greatest amount of horizontal offset was measured after the great 1906 San Francisco earthquake. A high-resolution gravity survey in the Olema Valley was used to determine the depth to bedrock and the thickness of sediment fill along and across the SAF valley. In the gravity profile across the SAF zone, Quaternary deposits are offset across the 1906 fault trace and truncated by the Western and Eastern Boundary faults, whose youthful activity was previously unknown. The gravity profile parallel to the fault valley shows a basement surface that slopes northward toward an area of present-day subsidence near the head of Tomales Bay. Surface and subsurface investigations of the late Pleistocene Olema Creek Formation (Qoc) indicate that this area of subsidence was located further south during deposition of the Qoc and that it has migrated northward since then. Localized subsidence has been replaced by localized contraction that has produced folding and uplift of the Qoc. This apparent alternation between transtension and transpression may be the result of a northward-diverging fault geometry of fault strands that includes the valley-bounding faults as well as the 1906 SAF trace. The Vedanta marsh is a smaller example of localized subsidence in the fault zone, between the 1906 SAF trace and the Western Boundary fault. Analyses of Holocene marsh sediments in cores and a paleoseismic trench indicate thickening, and probably tilting, toward the 1906 trace, consistent with coseismic deformation observed at the site following the 1906 earthquake.New age data and offset sedimentary and geomorphic features were used to calculate four late Quaternary slip rate estimates for the SAF at this latitude. Luminescence dates of 112–186 ka for the middle part of the Olema Creek Formation (Qoc), the oldest Quaternary deposit in this part of the valley, suggest a late Pleistocene slip rate of 17–35 mm/year, which replaces the unit to a position adjacent to its sediment source area. A younger alluvial fan deposit (Qqf; basal age 30 ka) is exposed in a quarry along the medial ridge of the fault valley. This fan deposit has been truncated on its western side by dextral SAF movement, and west-side-down vertical movement that has created the Vedanta marsh. Paleocurrent measurements, clast compositions, sediment facies distributions, and soil characteristics show that the Bear Valley Creek drainage, now located northwest of the site, supplied sediment to the fan, which is now being eroded. Restoration of the drainage to its previous location provides an estimated slip rate of 25 mm/year. Furthermore, the Bear Valley Creek drainage probably created a water gap located north of the Qqf deposit during the last glacial maximum 18 ka. The amount of offset between the drainage and the water gap yields an average slip rate of 21–30 mm/year. Finally, displacement of a 1000-year-old debris lobe approximately 20 m from its hillside hollow along the medial ridge indicates a minimum late Holocene slip rate of 21–25 mm/year. Similarity of the late Pleistocene rates to the Holocene slip rate, and to previous rates obtained in paleoseismic trenches in the area, indicates that the rates may not have changed over the past 30 ka, and perhaps the past 200–400 ka. Stratigraphic and structural observations also indicate that valley-bounding faults were active in the late Pleistocene and suggest the need for further study to evaluate their continued seismic potential.     

2016年8月24日意大利佩鲁贾MW 6.2级地震同震位移场估计和震源滑动模型反演

利用改进的自动经验基线校正方法SMBLOC,对2016年8月24日意大利佩鲁贾MW 6.2级地震震中周围约60 km内的近场强震记录进行基线校正并尝试给出同震位移场,与GPS观测结果进行对比分析,分别独立和联合两种资料反演震源滑动模型,并根据震源模型进一步给出全空间预测位移场分布.研究结果表明:(1)两种不同的资料给出的水平位移场幅值均为cm级,且均表明断层的错动以正断为主.(2)两种同震位移场分别独立和联合反演所得的震源静态滑动范围基本一致,最大滑动均发生在震中东北侧,强震模型表现出明显的双事件特征,较大滑动分布在震中东北侧和东南侧,GPS模型在震中东南侧的滑动相对较小,其双事件特征不明显.两种模型的最大滑动量分别为0.96 m和0.86 m,较为一致,反演的矩震级均在MW 6.3左右.(3)根据震源滑动模型计算所得的佩鲁贾地震全空间预测的水平同震位移场中最大位移分布区域与震后报告中受灾严重的地区基本一致.表明在一定的条件下,利用SMBLOC方法解算震级较小的MW 6.0左右地震强震记录的同震位移场,并反演震源滑动模型具有一定的可行性,且其同震位移场和滑动模型可为震后灾害快速评估、救援力量分配、余震趋势判定等快速应急响应工作提供参考依据.