河西务断裂活动性的综合探测研究

河西务断裂为河西务构造带的东缘断裂,总体走向北东,倾向南东,向北延伸与廊固凹陷内的横向断层（桐柏断裂）小角度相接,向南延伸与牛东断裂相接,为廊固凹陷与武清凹陷的分界断裂,隐伏于冀中凹陷覆盖层之下。本文通过浅层地震勘探和钻孔联合剖面探测,结合年代样品测试,对河西务断裂的活动性和滑动速率进行了综合研究,揭示断裂上断点埋深约150m或以浅,第四系底界面的垂直错距为20—45m,断裂的最新活动时代为晚更新世早期,晚更新世以来的平均垂直滑动速率为0.03mm/a,中更新世晚期以来的平均垂直滑动速率为0.11mm/a。     

银川盆地西大滩隐伏断层晚第四纪活动特征

西大滩隐伏断层位于银川盆地北部,是石嘴山市活断层探测项目的目标断层之一。在浅层地震勘探的基础上,通过钻孔联合剖面探测和钻孔样品年龄测试,获得断层上断点埋深、主要标志层断距及沉积年龄等数据,估算了晚第四纪不同时段断层的滑动速率,结合地层变形情况探讨了该断层晚第四纪的活动特征。结果表明,西大滩隐伏断层自12 275±45aB.P.以来没有发生明显活动,属晚更新世末活动断层;晚更新世以来断层活动偏弱,平均滑动速率为0.024mm/a;除断层活动外,伴随着地层倾斜变形;两者均具间歇活动的特点,最小间隔约6 600a,最大间隔期12 275a。     

银川隐伏断层钻孔联合剖面探测

为获取银川隐伏断层近地表断错、上断点埋深、最新活动时代及滑动速率等信息,在浅层地震勘探基础上,沿断层自北向南横跨主断层布施了新渠梢、满春和板桥3条钻孔联合剖面,确定了主断层在3条剖面上的准确位置,获得主断层上断点埋深分别为5·18~8·30m(新渠梢)、5·01~6·50m(满春)和10·0~13·59m(板桥)。结合测年数据分析:新渠梢剖面断层全新世活动,晚更新世末期以来滑动速率为0·14mm/a;满春剖面断层也是全新世活动,但晚更新世末期以来滑动速率为0·05mm/a;板桥剖面断层全新世不活动。综合地震勘探资料进一步分析认为,以银古路为界,目标区银川隐伏断层分南北2段:北段属全新世活动断层,且自北向南活动强度呈减弱趋势,南段属晚更新世末期活动断层;北段活动强度显著大于南段     

基于钻探的芦花台隐伏断层晚第四纪活动特征

芦花台断层是银川盆地内一条重要的隐伏构造。在浅层地震勘探成果的基础上,开展了钻孔联合剖面探测和钻孔样品测试,获得了断层上断点埋深、最新活动时代、晚第四纪累计位移和滑动速率等数据。结果表明:芦花台隐伏断层北段和南段的活动性不同,南段为中更新世末活动断层,北段为全新世活动断层;在北段内,断层活动强度在空间上表现为由北向南增强,在时间上表现为晚更新世活动强于全新世。     

龙陵-瑞丽断裂(南支)北段晚第四纪活动性特征

遥感影像解译和野外地质地貌调查表明,龙陵-瑞丽断裂(南支)北段是以左旋走滑为主兼张性正断的区域性活动断裂。根据一些断错地貌点的大比例尺填图、实地测量及其年代学分析,确定了该断裂为全新世活动断裂,断裂晚更新世以来的平均水平滑动速率为2.2mm/a,平均垂直滑动速率为0.6mm/a;全新世以来的平均水平滑动速率为1.8～3.0mm/a,平均垂直滑动速率为0.5mm/a。断裂晚更新世以来的滑动速率在不同的时间尺度上变化不大,反映了该断裂晚更新世以来的活动强度比较平稳     

龙陵-瑞丽断裂北段晚第四纪活动性特征及强震复发间隔1

野外地质地貌调查表明,龙陵-瑞丽断裂（南支）北段是以左旋走滑为主兼具一定正断分量的区域性活动断裂。断裂晚更新世以来的平均水平滑动速率为2.2mm/a,平均垂直滑动速率为0. 6mm/a;全新世以来的平均水平滑动速率为1.8—3.0mm/a,平均垂直滑动速率为0.5mm/a。断裂在晚更新世以来的滑动速率在不同的时间尺度上变化不大,反映出该断裂晚更新世以来的活动强度比较稳定。利用Poisson模型、Lognormal模型、BPT模型三种概率模型计算获得未来50a强震发震概率分别是：6.32%、0.08%、0.05%;三种模型分别取权重0.28、0.36、0.36,获得龙陵-瑞丽断裂北段未来50a特征地震发震概率为1.82%。     

汉中盆地内梁山南缘断裂的活动性分析——以汉江大堤位置为例

为获取梁山南缘断裂在汉江大堤上断点的具体位置、近地表断错、上断点埋深、最新活动时代及滑动速率等信息,对其进行了浅层地震勘探和钻孔联合剖面探测。浅层地震解译结果显示断点两侧第四纪以来的12组反射波全被垂向错断,最大错距约370m,影响带宽度约400m,影响带内地层起伏强烈。钻探结果反映主断层晚更新世中期的最大错距约28m,晚期错距约11m,平均滑动速率为0.38～0.49mm/a,上断点埋深为5～13m,属于晚更新世晚期活动断层。     

太原盆地田庄断裂几何特征及活动性分段研究

浅层地震勘探和联合钻孔剖面综合探测是研究城市隐伏活动断裂的重要方法之一,为查明太原盆地田庄活动断裂的空间展布、活动性质及活动时代等地质特征,综合浅层地震勘探、联合钻孔剖面、测年方法对断裂全段空间展布进行了精确定位,对断裂活动性进行了精细分析,给出了断裂几何特征及活动性分段研究结果.研究表明田庄断裂全长33.5 km,断裂全段均发育北支及南支断裂,主断裂为北支断裂,断面近似呈"Y"及"N"字形结构特征.根据断裂几何特征及活动性差异可将断裂划分为四段,其中断裂中段及中-东转折段最新活动时代为晚更新世晚期,最小上断点埋深分别为39.3 m及37.4 m,晚更新世以来断裂平均滑动速率为0.0283～0.0292 mm/a,最大滑动速率为0.0326～0.0415 mm/a;断裂东段最小上断点埋深为63.5 m,最新活动时代为中更新世晚期,中更新世晚期以来最大滑动速率为0.0134 mm/a,平均滑动速率为0.0092 mm/a;断裂西段最新活动时代为中更新世中期;断裂中段及中-东转折段活动性明显大于断裂西段及东段.首次基于联合钻孔剖面及浅层地震勘探方法查明了田庄断裂中段、中-东段及东段的活动性质,查明了田庄断裂全段的精确空间展布,首次提出了断裂的分段模式并进行了断裂活动性及活动速率研究,首次对断裂全段的浅部构造特征进行了精细研究,填补了田庄断裂全段基底以上地质结构特征研究的空白.研究结果可以为太原盆地城市防震减灾规划、震害预测、区域性地震安全评价提供重要的技术支撑.     

龙陵-瑞丽断裂北段晚第四纪活动性特征及强震复发间隔

野外地质地貌调查表明,龙陵-瑞丽断裂(南支)北段是以左旋走滑为主兼具一定正断分量的区域性活动断裂.断裂晚更新世以来的平均水平滑动速率为2.2mm/a,平均垂直滑动速率为0.6mm/a;全新世以来的平均水平滑动速率为1.8-3.0mm/a,平均垂直滑动速率为0.5mm/a.断裂在晚更新世以来的滑动速率在不同的时间尺度上变化不大,反映出该断裂晚更新世以来的活动强度比较稳定.利用Poisson模型、Lognormal模型、BPT模型三种概率模型计算获得未来50a强震发震概率分别是:6.32％、0.08％、0.05％;三种模型分别取权重0.28、0.36、0.36,获得龙陵-瑞丽断裂北段未来50a特征地震发震概率为1.82％.     

山西峨嵋台地北缘断裂晚第四纪活动性

通过1/5万活断层地质填图,对山西峨嵋台地北缘断裂晚第四纪活动性进行了详细研究。以谭家庄、南柳附近的2个阶区为界,将断裂分为西、中、东3段。谭家庄以西该断裂中更新世早期有过活动,之后未见明显活动迹象。谭家庄至南柳之间断裂晚更新世以来活动强烈,全新世仍有活动,最新活动发生在(2.00~1.29)ka BP,晚更新世晚期以来滑动速率≥0.36mm/a。南柳至西彰坡段晚更新世以来活动明显,尚未发现全新世活动的直接证据,晚更新世以来断层滑动速率≥0.1mm/a。     

浙江省北部及邻区中强地震前地倾斜异常特征及其预测意义

解释并讨论了湖州和宁波台１９９３年以来的地倾斜资料,总结了震前有异常显示的６次地震。发现：①异常在现场记录资料中均有显示,异常形态的识别对预报地震有重要的意义;②能观测到异常全过程的倾斜仪与震中的距离基本符合式ｌｇＤｊ＝０．３０３（ＭＳ＋１．６）给出的监测能力半径,大于这个半径的台有时也能观测到异常,但多为短临异常。如果震前记录到异常的全过程,则利用单台资料可能对地震三要素进行预测。     

Some space gravity formulas and the dimensions and the mass of the Earth

Summary Adopting thePizzetti-Somigliana method and using elliptic integrals we have obtained closed formulas for the space gravity field in which one of the equipotential surfaces is a triaxial ellipsoid. The same formulas are also obtained in first approximation of the equatorial flattening avoiding the use of the elliptic integrals. Using data from satellites and Earth gravity data the gravitational and geometric bulge of the Earth's equator are computed. On the basis of these results and on the basis of recent gravity data taken around the equator between the longitudes 50° to 100° E, 155° to 180° E, and 145° to 180° W, we question the advantage of using a triaxial gravity formula and a triaxial ellipsoid in geodesy. Closed formulas for the space field in which a biaxial ellipsoid is an equipotential surface are also derived in polar coordinates and its parameters are specialized to give the international gravity formula values on the international ellipsoid. The possibility to compute the Earth's dimensions from the present Earth gravity data is the discussed and the value ofMG=(3.98603×10²⁰ cm³ sec^–2) (M mass of the Earth,G gravitational constant) is computed. The agreement of this value with others computed from the mean distance Earth-Moon is discussed. The Legendre polinomials series expansion of the gravitational potential is also added. In this series the coefficients of the polinomials are closed formulas in terms of the flattening andMG.Publication Number 327, and Istituto di Geodesia e Geofisica of Università di Trieste.     

Pore water testing and analysis: the good,the bad,and the ugly

The increasingly common practice of collecting and assessing sediment pore water as a primary measure of sediment quality is reviewed. Good features of this practice include: pore water is a key exposure route for some organisms associated with sediments; pore water testing eliminates particle size effects; pore water analyses and tests can provide useful information regarding contamination and pollution. Bad features include: pore water is not the only exposure route; pore water tests lack chemical or biological realism: their "sensitivity" relative to other tests may be meaningless due to manipulation and laboratory artifacts; many sediment and surface dwelling organisms are not directly influenced by pore water. Bad features can become ugly if: other exposure pathways are not considered (for toxicity or bioaccumulation); manipulation techniques are not appropriate; pore water tests are inappropriately linked to population-level effects. Pore water testing and analyses can be effective tools provided their limitations are well understood by researchers and managers.     

喜马拉雅地区与天山地区地壳强地震的孕震因素探讨

利用哈佛大学GCMT数据中心和前人积累的历史地震资料(1962~2016年M W>4.0地震)以及Crust2.0地壳结构统计分析了喜马拉雅地区、天山地区的地壳区域构造与地震活动间的相关性。此外,利用GFZ地学研究中心提供的静态卫星重力模型GGM03S/EGM2008和地形模型Topo计算了2个地区的各类重力异常场,同时还模拟了不同地壳弹性参数下的重力异常场,结果表明喜马拉雅地区重力异常场在水平、垂直方向的梯度特征远大于天山地区的异常特征,且喜马拉雅地区的有效弹性板厚度Te(6~15km)小于天山地区的有效弹性板厚度Te(20~30km)。最后,利用喜马拉雅地区与天山地区的GPS震间三维形变场约束了断层运动模型,结果显示两者主前缘断裂的断层闭锁深度及应力积累状态存在较大的差异。因此认为,造成青藏高原及邻区的边界地壳区域地震活动性差异的动力学因素,与地壳有效弹性板厚度、孕震断层参数及区域应力积累状态等密切相关。     

地震活动性与日月引潮力相关性统计分析

基于ISC地震记录,利用天体动力学中二体问题的轨道方程和摄动理论,确定发震时刻太阳在地面的投影点位置,并进一步计算出太阳相对震中的地心天顶距,将地震按天顶距的大小进行统计,得到地震的太阳天顶距地震频度分布。同样的方法,可得地震的月球天顶距地震频度分布。统计发现:地震的太阳天顶距地震频度和月球天顶距地震频度分布表现出一致的规律性,且较大地震和小地震的活动规律不同,较大地震丛集发生在太阳(月球)天顶距0°和180°附近,与地面引潮力的绝对值分布有较好的一致性;而小地震多丛集在太阳(月球)天顶距60°和120°附近。在此基础上,我们对地震的日月天顶距同时进行统计,建立了日月天顶距地震概率密度分布,结果表明,日月投影点及其对蹠点周围,较大地震发生的概率较高。     

New paleomagnetic data on the Anabar Uplift and the Uchur-Maya region and their implications for the paleogeography and geological correlation of the Riphean of the Siberian Platform

The results of paleomagnetic studies of the reference sections of the Riphean and Late Proterozoic intrusive bodies of two remote areas of the Siberian Platform are presented. Within the limits of the Uchur-Maya region the sedimentary rocks of the Gonam, Omakhta, Ennin and Konder formations were studied; and the Riphean sedimentary rocks of the Burdur and Kotuykan formations on the northern and western slopes of the Anabar Uplift and, also, the Late Proterozoic intrusive complexes, located in the basins of the Fomich, Magan, Dzhogdzho and Kotuykan Rivers were studied. The paleomagnetic poles obtained in the course of this work and the present-day geochronological data give grounds to assume that: (1) the accumulation of the Riphean of the Anabar Uplift occurred after the formation of the Uchurskaya series of the Uchur-Maya region and was completed in approximately 1.5 Ga; (2) the Konder layers, compared according to the correlation pattern accepted at the present time [Semikhatov and Serebryakov, 1983] with the bottoms of the Totta formation, can be related to the appreciably more ancient stratigraphic level; (3) the intrusion of the studied intrusive bodies of the northern and western slopes of the Anabar Uplift occurred nonsimultaneously, although within close time intervals of approximately 1.5 Ga. The estimates of the kinematic parameters of the drift of the Siberian Platform within an interval of 1.7–1.0 Ga is carried out.     

太行山与燕山交汇部位的地壳厚度与泊松比分布特征

本文搜集了2001—2013年间在太行山与燕山构造带交汇部位先后布设的4个宽频带流动地震台阵和首都圈固定地震台网共192个台站记录到的全球5.5级以上远震事件波形资料,综合采用接收函数H-κ和CCP叠加分析获得了134个基岩台站下方的地壳厚度和泊松比结果.综合分析与前人研究相吻合但更加精细的地壳约束分布信息,发现研究区域的地壳厚度和泊松比在整体上呈现出从西北到东南方向渐变的特征,在南北重力梯度带两侧及其附近呈现出明显的小尺度地壳结构和物质组分的差异,且可明显区分出太行山地区和燕山构造带及盆山交界处的地壳厚度与泊松比的相对差异,这可能反映了这些地区在华北克拉通的构造演化过程中所经历的不同地壳改造过程.     

Crustal and upper mantle structure and the deep seismogenic environment in the source regions of the Lushan earthquake and the Wenchuan earthquake

Following the M w 7.9 Wenchuan earthquake, the M w 6.6 Lushan earthquake is another devastating earthquake that struck the Longmenshan Fault Zone (LFZ) and caused severe damages. In this study, we collected continuous broadband ambient noise seismic data and earthquake event data from Chinese provincial digital seismic network, and then utilized ambient noise tomography method and receiver function method to obtain high resolution shear wave velocity structure, crustal thickness, and Poisson ratio in the earthquake source region and its surroundings. Based on the tomography images and the receiver function results, we further analyzed the deep seismogenic environment of the LFZ and its neighborhood. We reveal three main findings: (1) There is big contrast of the shear wave velocities across the LFZ. (2) Both the Lushan earthquake and the Wenchuan earthquake occurred in the regions where crustal shear wave velocity and crustal thickness change dramatically. The rupture faults and the aftershock zones are also concentrated in the areas where the lateral gradients of crustal seismic wave speed and crustal thickness change significantly, and the focal depths of the earthquakes are concentrated in the transitional depths where shear wave velocities change dramatically from laterally uniform to laterally non-uniform. (3) The Wenchuan earthquake and its aftershocks occurred in low Poisson ratio region, while the Lushan earthquake sequences are located in high Poisson ratio zone. We proposed that the effect of the dramatic lateral variation of shear wave velocity, and the gravity potential energy differences caused by the big contrast in the topography and the crustal thickness across the LFZ may constitute the seismogenic environment for the strong earthquakes in the LFZ, and the Poisson ratio difference between the rocks in the south and north segments of the Longmenshan Fault zone may explain the 5 years delay of the occurrence of the Lushan earthquake than the Wenchuan earthquake.     

福建沿海、台湾海峡GPS观测分析及地球动力学特征研究

利用 3期GPS联测结果所获得的福建沿海地壳水平运动信息 ,采用ITRF94全球框架为基础的GPS测站地壳运动模型及其处理软件 ,对所获得的观测数据进行处理和精度分析。得到福建省高精度的GPS测站大地坐标、边长及其位移矢量 ,其精度达到 1 7×10 - 8。计算了福建地壳运动速率、主应变率 ,东西与南北向线应变率、面应变率、剪应变率、大地转动率和最大剪应变率等值线并给出了它们的分布图象。根据多年形变和现今GPS观测资料 ,分析福建地壳垂直运动与水平运动 ,显示区域应力场优势分布特征。最后 ,对福建沿海及台湾海峡地壳动力学特征作了初步的探讨