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在磁化磁场为恒定磁场（无定向磁力仪─-Ａ）与１０ｋＨｚ交变磁场（ＭｉｎｉｓｅＰ旋转磁力仪─-Ｍ）的两种情况下，作岩样比测时发现，后者测得的主磁化率值кＭ较小，而且沿磁性叶理面方向ｆ的主磁化率值кｍａｘ与кｉｎｔ比沿其法线方向ｎ上的кｉｎｔ减少得更多．作者以涡流磁滞机构对磁性载体材料的“磁屏蔽”作用发生了各向异性的影响来解释此现象；并推测磁化率各向异性存在频散现象． 相似文献
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四川盆地西南缘紧邻龙门山褶皱冲断带(青藏高原东边界)南段.该地区的新生代早期红层沉积记录了青藏高原东缘的隆升历史及构造演变.本研究选取四川盆地西南缘芦山地区古新统—下渐新统名山组—芦山组地层剖面为研究对象,利用磁组构方法,结合前人对研究区古地磁及构造变形的研究,恢复了该地区新生代早期的古应力方向.本研究获取了548块样品的磁组构数据,这些磁组构的磁面理与层面平行,产状校正后磁线理呈NE-SW方向(39°/219°),K3主轴方向相对集中(为120.9°±1.3°),为弱应变背景下平行层缩短之前初始变形磁组构类型,主要形成于地层成岩阶段,未受到后期褶皱等构造变形的强烈改造.本研究认为芦山剖面磁组构结果记录了研究区新生代早期的构造变形信息:新生代早期龙门山褶皱冲断带南段及川西南盆地受NW-SE向的最大主应力控制.该地区新生代晚期及现今应力场与新生代早期一致,可能继承了新生代早期的应力体制,暗示龙门山作为青藏高原的东边界可能在新生代早期已经形成. 相似文献
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临夏盆地在东亚新生代地层、古气候、古生物研究方面占有举足轻重的地位.本文对盆地东部的郭泥沟剖面进行了详细的岩石磁学和磁组构研究，以揭示从早中新世到早上新世临夏盆地的沉积演化过程.郭泥沟剖面沉积物中的磁性矿物有磁铁矿、磁赤铁矿、赤铁矿和针铁矿，但剩磁载体以磁铁矿和赤铁矿为主.从上庄组和东乡组的褐红色粉砂质粘土到柳树组和何王家组的褐黄色粘土，赤铁矿含量呈现降低的趋势，与沉积物颜色变化一致.郭泥沟剖面沉积物磁组构类型为正常沉积磁组构.结合岩石磁学结果和磁组构参数特征可揭示临夏盆地早中新世-早上新世沉积的演化过程：早中新世上庄组为稳定湖相沉积，古水流方向为NNW，与南北向的大夏河方向一致；中中新世气候发生较明显的干湿波动，形成了东乡组的褐红色湖相粉砂质粘土夹粉砂、砂和青灰色泥灰质粘土条带，古水流方向主要为NNW，沉积过程主要受大夏河控制；中中新世晚期，受青藏高原构造运动影响，沉积相由湖相细粒沉积物转变为虎家梁组河流相砂砾层；同时，盆地的水动力条件也发生改变，晚中新世柳树组湖相沉积过程同时受南北向大夏河和东西向洮河控制，两个方向近垂直的河流共同作用导致柳树组内沉积各向异性度较低，面理和线理均不发育，磁化率最大轴偏角分布比较分散，磁组构确定的古流向为东西向和南北向；早上新世期间，由于受青藏高原隆升影响，沉积了何王家组下部的河流相砂砾层；受构造抬升影响，大夏河重新主导何王家组上部洪泛平原相沉积过程，水动力条件较为单一稳定，古流向主要为N向，与大夏河流向一致. 相似文献
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在地层剖面中,洪泛沉积物与正常的河道沉积物的沉积学特征非常相似,仅靠沉积学特征很难将两者区分. 为了识别古洪灾事件,因而从环境磁学角度建立两种沉积物的识别标志是非常必要和有意义的. 本文通过对1998年长江黣洲湾溃口扇及其附近的长江现代河漫滩沉积物进行磁组构参数测量和对比分析,并结合长江下游河漫滩沉积物的磁组构参数特征,揭示出长江中游正常河流沉积物与河流溃口沉积物的磁组构参数特征具有明显的不同,并且它们与沉积时的沉积环境有着密切的关系. 因此,对长江中游地区沉积物磁组构参数的测试及磁化率各向异性量值椭球体形态的研究,是目前分辨洪泛沉积物和正常的河道沉积物的一个较有效的方法. 相似文献
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通过野外构造观测、岩石磁学与磁组构综合分析，本文研究了南大巴山前陆褶皱带荆竹坝—石窝剖面的叠加构造特征及其形成演化.从北东向南西，剖面构造变形总体呈减弱趋势，褶皱轴面总体倾向北东，大尺度褶皱枢纽均以小角度向北西倾伏.古应力分析显示最大主压应力为北东—南西向，反映以南大巴山的推覆为主.剖面J3之前的采样层位主要表现为变形组构，而J3-K1的采样层位则表现为初始弱变形组构.磁线理呈NW-SE向的优势方位，与剖面主构造线基本平行，主要反映来自南大巴山的推覆挤压.剖面发育特殊磁组构：①磁面理与地层面斜交，主要与褶皱作用中的平行层简单剪切相关；②磁线理均不同程度斜交于地层走向，指示构造叠加背景.沿剖面北东向南西区段Kmin的倾伏角随构造变形强度减弱而增大，据此相关性可将Kmin的倾伏角作为判别弱变形沉积岩变形强度的标志.本文认为，在晚侏罗世以南大巴山的推覆为主而米仓山短轴背斜与川东褶皱带挤压次之的联合作用使南大巴山前陆褶皱带具有构造叠加特征，之后的早白垩世仍主要表现为南大巴山的推覆，而其他两个方向的挤压较之前相对较弱.该结果也反映了秦岭J3-K1陆内造山作用及燕山期雪峰陆内构造变形的影响，为探索陆内构造与陆内造山的大陆动力学提供了佐证. 相似文献
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亚热带富铁土的磁学性质及其磁性矿物学 总被引：7，自引：3，他引：4
通过５５个亚热带富铁土的磁化率（χ）、频率磁化率(χｆｄ)、非滞后剩磁（ＡＲＭ）和饱 和等温剩磁（ＳＩＲＭ）等磁性参数测定,结合氧化铁化学形态分析和矿物鉴定,初步明确了亚热 带富铁土的磁学特征及其磁性矿物．磁测数据表明富铁土中存在强磁性的矿物,其磁化率χ 与土壤游离氧化铁（Ｆｅｄ）含量呈极显著指数正相关（Ｒ２＝０．５９７１）,频率磁化率χｆｄ与土壤游离氧 化铁含量呈极显著直线正相关（Ｒ２＝０．４２８９）．富铁土的χｆｄ和非滞后磁化率χＡＲＭ。值表明土壤 中的磁性矿物以超顺磁性（ＳＰ）和稳定单畴（ＳＳＤ）颗粒为主,富铁上的χ和χＡＲＭ呈极显著直线 正相关（Ｒ＝ ０．９４２９）,证明富铁土的磁性是由风化成土过程产生的 ＳＰ和 ＳＳＤ磁性颗粒贡献 的．矿物磁测结合Ｘ－衍射证明富铁土中的氧化铁矿物由赤铁矿、磁赤铁矿和针铁矿组成。 相似文献
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捷克黄土的磁学性质及古气候意义 总被引：10，自引：2，他引：10
对捷克Znojmo剖面末次间冰期以来黄土-古土壤序列进行了较为详细的岩石磁学和X射线衍射实验研究, 结果表明捷克黄土-古土壤磁化率变化与中国黄土高原风成沉积物具有相似的特征, 即土壤化作用使磁化率升高. 磁化率随温度的变化特征和等温剩磁测定以及X射线衍射实验揭示出Znojmo剖面黄土和古土壤的主要磁性矿物是磁铁矿, 并含有少量的磁赤铁矿、赤铁矿和黄铁矿或磁黄铁矿以及针铁矿. 磁化率各向异性研究表明, Znojmo剖面黄土和古土壤的磁线理小于磁面理, 这说明磁化率椭球体为压扁形, 最大轴的方向呈现随机分布特征, 不能指示大气传输尘埃沉积时的古风向. 相似文献
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对川滇地块程海断裂附近的宁蒗地区古新统宁蒗组地层进行了详细的磁组构研究，沿战河-西布河布置了22个采点（钻取287块样品），综合分析表明研究区内存在四种磁组构类型，分别为初始变形磁组构和铅笔状磁组构以及介于上述两者之间的两种过渡型磁组构. 研究区西侧（采点1-9）K1轴优势方向为近NNE-SSW方向，东侧（采点13-22）K1轴优势方向则为近S-N向，K1轴方向的突然变化可能与研究区内的隐伏断层活动有关.另外，磁组构也可以很好判断断层所夹持块体之间的相对旋转运动.将两组K1轴优势方向经过旋转校正之后，发现研究区内中-晚始新世时古应力方向为近E-W向，该应力方向主要与新生代印欧碰撞有关.此外，E-W向的古应力场明显不同于现今的近S-N向的应力场方向，这可能与印欧碰撞后青藏高原从前期的挤压缩短阶段进入到后期的E-W向伸展阶段有关. 相似文献
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采用可定量描述地震活动强弱程度的“地震活动度”方法，研究了新疆南天山东西二段的地震活动特征。发现地震活动自西向东迁移，强度逐渐衰减，东段的地震活动比西段滞后1年左右。进一步分析认为，由于 印度洋板块向北挤压，使帕米尔地区成为应力高度集中区，这是南天山地震活动的动力来源。 相似文献
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利用多个全国性的GPS监测网、中国地壳运动主要活动带的区域性GPS监测网以及亚太地区大地测量计划(APRGP)的GPS监测网自1991年以来近10年的GPS资料,通过旋转变换将不同方法得出的各个子网的速度解进行统一,给出一个自恰的、完整的ITR一7框架下的速度场综合解.为了研究中国现时地壳运动在欧亚板块内形变的特征,基于一个现时板块运动模型ITRF97VEL,给出了3类网共260多个站的形变速度场.结果表明中国地壳运动有明显的不均匀性,以南北地震带为界,西强东弱;中国西部受印度板块强烈的冲挤,地壳运动由南向北逐渐减慢,呈现南北向缩短,东西向伸展,有明显的块体特征;喜马拉雅和天山西部分别提供了约15mm/a和9-13mm/a的汇聚速率;拉萨块体有(20.2±1.2)mm/a的伸长;喀喇昆仑一嘉黎断裂的右旋走滑速率和阿尔金断裂的左旋走滑速率分别为2-3mm/a和4-6mm/a,穿过龙门山断裂带的缩短速率小于7mm/a,这些都支持地壳增厚学说;沿阿尔金断裂带到喜马拉雅存在一个NNE弥散带,它是形变速度有东和西分量的分界线,是一个有特殊意义的动力学带.中国东部以走滑为主,东北块体是中国最稳定的地区,华北块体具有较大走滑性,是东部较易变形区. 相似文献
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TERRACE DEFORMATION AND SLIP RATES OF THE DONGBIELIEKE FAULT IN WESTERN JUNGGAR BASIN SINCE THE LATE QUATERNARY 
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下载免费PDF全文 Strike-slip fault plays an important role in the process of tectonic deformation since Cenozoic in Asia. The role of strike-slip fault in the process of mountain building and continental deformation has always been an important issue of universal concern to the earth science community. Junggar Basin is located in the hinterland of Central Asia, bordering on the north the Altay region and the Baikal rift system, which are prone to devastating earthquakes, the Tianshan orogenic belt and the Tibet Plateau on the south, and the rigid blocks, such as Erdos, the South China, the North China Plain and Amur, on the east. Affected by the effect of the Indian-Eurasian collision on the south of the basin and at the same time, driven by the southward push of the Mongolian-Siberian plate, the active structures in the periphery of the basin show a relatively strong activity. The main deformation patterns are represented by the large-scale NNW-trending right-lateral strike-slip faults dominated by right-lateral shearing, the NNE-trending left-lateral strike-slip faults dominated by left-lateral shearing, and the thrust-nappe structure systems distributed in piedmont of Tianshan in the south of the basin. There are three near-parallel-distributed left-lateral strike-slip faults in the west edge of the basin, from the east to the west, they are:the Daerbute Fault, the Toli Fault and the Dongbielieke Fault. This paper focuses on the Dongbielieke Fault in the western Junggar region. The Dongbielieke Fault is a Holocene active fault, located at the key position of the western Junggar orogenic belt. The total length of the fault is 120km, striking NE. Since the late Quaternary, the continuous activity of the Dongbielieke Fault has caused obvious left-lateral displacement at all geomorphologic units along the fault, and a linear continuous straight steep scarp was formed on the eastern side of the Tacheng Basin. According to the strike and the movement of fault, the fault can be divided into three segments, namely, the north, middle and south segment.
In order to obtain a more accurate magnitude of the left-lateral strike-slip displacement and the accumulative left-lateral strike-slip displacement of different geomorphic surfaces, we chose the Ahebiedou River in the southern segment and used the UAV to take three-dimensional photographs to obtain the digital elevation model(the accuracy is 10cm). And on this basis, the amount of left-lateral strike-slip displacement of various geological masses and geomorphic surfaces(lines)since their formation is obtained. The maximum left-lateral displacement of the terrace T5 is(30.7±2.1)m and the minimum left-lateral displacement is(20.1±1.3)m; the left-lateral displacement of the terrace T4 is(12±0.9)m, and the left-lateral displacement of the terrace T2 is(8.7±0.6)m. OSL dating samples from the surface of different level terraces(T5, T4, T2 and T1)are collected, processed and measured, and the ages of the terraces of various levels are obtained. By measuring the amount of left-lateral displacements since the Late Quaternary of the Dongbielieke Fault and combining the dating results of the various geomorphic surfaces, the displacements and slip rates of the fault on each level of the terraces since the formation of the T5 terrace are calculated. Using the maximum displacement of(30.7±2.1)m of the T5 terrace and the age of the geomorphic surface on the west bank of the river, we obtained the slip rate of(0.7±0.11)mm/a; similarly, using the minimum displacement of(20.1±1.3)m and the age of the geomorphic surface of the east bank, we obtained the slip rate of(0.46±0.07)mm/a. T5 terrace is developed on both banks of the river and on both walls of the fault. After the terraces are offset by faulting, the terraces on foot wall in the left bank of the river are far away from the river, and the erosion basically stops. After that, the river mainly cuts the terraces on the east bank. Therefore, the west bank retains a more accurate displacement of the geomorphic surface(Gold et al., 2009), so the left-lateral slip rate of the T5 terrace is taken as(0.7±0.11)mm/a. The left-lateral slip rate calculated for T4 and T2 terraces is similar, with an average value of(0.91±0.18)mm/a. In the evolution process of river terraces, the lateral erosion of high-level terrace is much larger than that of low-level terrace, so the slip rate of T4 and T2 terraces is closer to the true value. The left-lateral slip rate of the Dongbielieke Fault since the late Quaternary is(0.91±0.18)m/a. Compared with the GPS slip rate in the western Junggar area, it is considered that the NE-trending strike-slip motion in this area is dominated by the Dongbielieke Fault, which absorbs a large amount of residual deformation while maintaining a relatively high left-lateral slip rate. 相似文献
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利用Rayleigh波群速度资料反演得到中国大陆及其临近海域的(70°E-145°E,10°N-55°N)15-120s周期的群速度分布图像. 塔里木盆地在15s处清楚地显示为低速,在16-33s左右没有显示,但在36-5s显示为高速,说明塔里木盆地有较深的根. 青藏高原块体是44s至120s图像中最为突出的低速块体,南面与印度板块的分界线以及与北面的塔里木盆地、柴达木盆地的分界清晰,其块体中西部的速度低于东部. 泰国清迈附近存在一尺度为1000km左右的低速带,可能是青藏高原块体的物质向东南方向迁移造成上地幔物质上涌的结果. 南北地震带表现为强烈的速度梯度带,西面为低速,东面为高速. 中国南海的中央、日本海中央、菲律宾海表现为海洋性地壳. 菲律宾海的图像与地形及地震带完全吻合. 环绕菲律宾海及日本海存在400km左右宽的低速带,可能是岩浆活动带. 相似文献
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天山的晚新生代构造变形及其地球动力学问题 总被引：73，自引：6，他引：73
天山是大陆内部典型的新生代复活造山带，其新生代构造变形的方式，变形量，速度及过程等对于认识大陆内部造山带的变形机理有着重要的意义。本文在对南北天山主要活动构造地质填图和综合研究的基础上，重点探讨了天山的晚新生代构造变形特征及其动力学问题。早更新世以来，特别是早，中更新世之间，天山的构造活动由内部向南北两侧扩展，使得两侧的新生代凹陷逐渐褶皱成山，形成数排新生代褶皱带，整个天山的现代构造活动是一种扇形 相似文献
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借助分布在北天山地区最新GPS点位的运动观测资料, 利用GAMIT/GLOBK数据处理软件获取了北天山地区现今地壳的运动位移场． 以该位移场为基础, 利用弹性半空间位错理论, 估算了研究区内博罗科努—阿其克库杜克断裂和准噶尔盆地南缘断裂两条具有代表性的主要断裂的现今活动速率． 结果表明: 博罗科努—阿其克库杜克右旋走滑断裂东、 西两段滑移速率的差异性不明显, 1944年3月10日乌苏南MS7.2强震发生后, 该断层现今表现为震后微蠕滑运动, 东、 西两段滑动速率均在1—2 mm/a之间； 准噶尔盆地南缘断裂现今滑动速率为(5.6±1.0) mm/a． 相似文献
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天山造山带是新生代以来复活隆升的陆内造山带，强烈的地震活动性使得理解和认识天山造山带深部结构及盆山耦合关系尤为重要。文章中使用天山造山带及邻区(40°～49°N,79°～93°E)85个台站2017—2019年的背景噪声资料，结合背景噪声互相关方法获得了6～52 s瑞利波相速度频散曲线，利用基于射线追踪的面波直接反演法对天山中段地壳三维S波速度结构及盆山耦合关系进行研究。结果显示：地壳浅层S波速度分布与构造单元中沉积层厚度相关，塔里木盆地北缘、准噶尔盆地南缘表现为低速，天山造山带表现为高速；到了中下地壳，天山造山带下方存在被高速异常包裹的低速体；莫霍面附近，天山造山带表现出相对低速；准噶尔盆地南缘和天山造山带的地壳厚度分别在45～50 km、50～62 km之间，沿南北向，天山造山带莫霍面呈现较为宽缓的形态；在82°～86.5°E之间，塔里木盆地和准噶尔盆地向天山下方双向俯冲，86.5°～88°E之间，准噶尔盆地向天山南向俯冲，由西向东，不同盆山耦合关系揭示了新生代以来天山中段不同区域构造运动差异，为进一步探讨造山动力过程提供参考。 相似文献
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WENG Ai-hua LI Jian-ping FAN Xiao-ping LI Si-rui HAN Jiang-tao LI Da-jun LI Ya-bin ZHAO Xiang-yang TANG Yu 《地震地质》2018,40(2):396-409
In order to understand the mechanism of the 1668 MS8.5 earthquake occurred in Tancheng, it is important to probe the fine deep geological structure beneath the epicenter. A MT profile 20km south of the epicenter has been deployed. There are 17 sites along the profile, with a 3km average separation. Signals in Ex, Ey, Hx and Hy were measured in a cross manner, with x-axis orientated to the north. Record length for each site was at least 20h. The impedance and phase at sites in high cultural noisy environment were estimated by remote reference technique. As the Tanlu Fault Zone(TLFZ)is in NNE, nearly northerly, thus YX mode was considered as TM mode. Gauss-Newton inversion was done in 2-D mode with only the TM impedance and phase as input data. The electrical sections of 10km and 40km depth were respectively obtained after 8 iterations. The both initial models were created by Bostic approximation. The sections reveal the following features.
The TLFZ consists of five faults, from east to west numbered as F0 to F4. F1 is the primary fault, steeply dipping west down to mantle, which has turned into a buried one overthrust by the east dipping Fault F0. F2 and F3 dip east at 45 degrees, parallel to F4, truncated by F1 at depth. F4 dips east in the shallow subsurface and gradually dips to west toward depth through the entire crust merging with F1 to form a bigger one. These four faults constitute a flower-shaped structure, showing the nature of strike-slip of the TLFZ, associated with normal faulting in the late Yanshanian to early Himalayan. F1 dips west, overthrust by east-dipping F0, implying the compression from the westward subduction of the Pacific plate, thus present-day compression is superposed on the early tensile and strike-slip feature.
Based on MT data, it is inferred that the 1668 Tancheng M8.5 earthquake occurred at the junction of F1 and F3 about 15km deep. Thus it was likely resulted from westward compression of the Pacific plate, leading to thrust of the Sulu uplift along F0, inducing activity of F1 at depth, reactivated F3, and adjusting the stress distribution in the region. 相似文献
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FOCAL MECHANISM SOLUTION AND TECTONIC STRESS FIELD CHARACTERISTICS OF THE MIDDLE TIANSHAN MOUNTAINS,XINJIANG 下载免费PDF全文
下载免费PDF全文 ZHANG Zhi-bin ZHAO Xiao-cheng REN Lin 《地震地质》1979,42(3):595-611
The middle part of the Tianshan Mountains in Xinjiang is located in the north-central part of the Tianshan orogenic belt, between the rigid Tarim Basin and Junggar Basin. It is one of the regions with frequent deformation and strong earthquake activities. In this paper, 492 MS>2.5 earthquake events recorded by Xinjiang seismograph network from 2009 to 2018 were collected. The MS3.5 earthquake was taken as the boundary, the focal mechanism solutions of the earthquake events in this region were calculated by CAP method and FOCEMEC method respectively. At the same time the focal mechanism solutions of GCMT recorded historical earthquake events in this region were also collected. According to the global stress map classification standard, the moderate-strong earthquakes in the region are mainly dominated by thrust with a certain slip component, which are distributed near the combined belts of the Tarim Basin, Junggar Basin, Turpan Basin and Yili Basin with Tianshan Mountains. The thrust component decreases from south to north, while the strike-slip component increases. The spatial distribution characteristics of the tectonic stress field in the middle section of the Tianshan Mountains in Xinjiang are obtained by using the damped regional-scale stress field inversion method. The maximum principal compressive stress in axis the study area rotated in a fan shape from west to east, the NW direction in the western section gradually shifted to NE direction, its elevation angle is nearly horizontal, in the state of near horizontal compression. The minimum principal compressive stress axis is nearly EW, and the elevation angle is nearly vertical. Influenced by large fault zones such as Kashi River, Bolhinur, Nalati, Fukang, the southern margin of the Junggar and the north Beiluntai, the local regional stress field presents complex diversity. Under the influence of the northward extrusion of Pamir and Tarim blocks, the whole Tianshan is shortened by compression, but its shortening rate decreases from south to north and from west to east, the stress shape factor increases gradually from west to east, the intermediate principal compressive stress axis exhibits a change in compression to extension. There are some differences in the characteristics of tectonic stress field between the north and south of Tianshan Mountains. The regional maximum principal compressive stress axis is 15° north by east on the south side, while it is nearly NS on the north side. The deformation of the Tianshan Mountains and the two basins on both sides is obviously larger than that in the inside of the mountain. Changes in the crustal shortening rate caused by the rotation of the rigid Tarim block and Junggar block to the relatively soft Tianshan block, as well as the uplifts of Borokonu and Bogda Mountains, the comprehensive influence of the material westward expansion constitute the stress field distribution characteristics of the north and south sides of the middle section of Tianshan Mountains. The recent two MS6.6 earthquakes in the region caused the regional stress field to rotate counterclockwise. The post-earthquake stress field and the main source focal mechanism solution tend to be consistent. The seismic activity in the study area is week in the south and strong in the north. The focal depth is about 20km. Most strike-slip earthquakes occur near the junction belt of the Tianshan and Junggar Basin. 相似文献
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博罗可努—阿齐克库都克断裂是西天山北西向右旋走滑断裂系中最北端的一条活动断裂,其在中国境内延伸最长。本文在艾比湖西侧及精河县东南侧最新地表形变上开挖两条探槽,进行该断裂古地震的初步研究。根据活动性质差异和断裂截切关系将该断裂分为艾比湖段和精河以东段,在对沉积物光释光年代和地震关系分析的基础上,确定了此两段断裂的最新活动时代均为全新世,初步确定其古地震期次,最新地震事件距今3.7—4.86 ka之间;根据冲沟位错和洪积扇年代测定结果,确定精河以东段的活动速率大于4 mm/a;根据探槽错动至地表,及地表破裂带位置及长度,推测艾比湖段可能为1765年精河M61/2的发震构造,且其震级很有可能被低估,因为艾比湖段的破裂总长度超过60 km,震级极有可能达到M7.0以上。 相似文献