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1.
《地震地质》2016,(2)
在详细调查盐水沟以东秋里塔格背斜带地质、地貌特征的基础上,结合地震反射剖面揭示的深部构造形态,讨论了背斜区地表断层的分布特征、活动性及形成机制。盐水沟以东的秋里塔格背斜带包括库车塔吾背斜和东秋里塔格背斜。库车塔吾背斜核部断层是发育于古近系盐膏层中的滑脱断层向地表的延伸,在晚更新世仍持续活动。库车塔吾背斜北翼断层为受局部挤压应力控制而产生的褶皱调节断层,发育于北翼山前活动枢纽内,成组近平行出现,走向上展布不连续;探槽开挖结果表明,该断层全新世有过断错地表的古地震事件。发育于东秋里塔格背斜南翼靠近核部的博斯坦断层为较大规模的低倾角逆冲断层,向下可能与控制表层背斜生长的断坡相连。东秋里塔格背斜南翼断层是发育于断展褶皱陡倾前翼的剪切逆冲断层,亦平行成组出现,断续分布,在哥库洛克一带断层错断了全新世洪积扇。活动褶皱及其褶皱相关断层均为深部断层滑动经过复杂的褶皱变形传播到近地表的表现,是深部断层活动的指示构造。褶皱调节断层仅是褶皱过程中产生的局部变形,与控制褶皱生长的深部断层仅存在间接的关系。此类断层的滑动位移、速率等不代表深部控制背斜生长断层的运动学参数,但这些次级断层部分记录了活动褶皱区的古地震事件。 相似文献
2.
褶皱陡坎是褶皱变形过程中形成的地貌陡坎,是近期发现的一种不同于断层陡坎的构造作用形成的陡坎状地貌。在缺少地震反射剖面等深部资料时,利用褶皱陡坎可对活动褶皱的变形特征和生长演化历史进行限定,但迄今为止有关研究较少。位于帕米尔-南天山前陆地区的明尧勒背斜为第四纪活动的滑脱褶皱。在背斜南翼的河流阶地上发育了一系列褶皱陡坎:在T2和T3b阶地上,褶皱陡坎的高度/宽度/坡度分别为16m/40m/25°和20m/50m/26°,陡坎位置与下伏基岩中向斜枢纽位置对应。通过对这些褶皱陡坎的分析,得出:1)这些褶皱陡坎是滑脱褶皱通过膝折带迁移机制形成的。2)褶皱陡坎形成初期,陡坎高度、宽度和坡度逐渐增大;当陡坎宽度达到枢纽带宽度2倍时,陡坎坡度将达到最大值;之后尽管陡坎高度和宽度逐渐增大,其坡度将保持恒定。3)褶皱陡坎吸收的缩短增量与陡坎高度和下伏地层倾角间存在定量几何关系。根据T2阶地上褶皱陡坎的高度约16m和暴露年龄约8ka,估算T2阶地面暴露以来明尧勒背斜南翼的缩短速率为~1.3mm/a。在上述分析基础上,还对比总结了滑脱褶皱陡坎和断弯褶皱陡坎的异同点。 相似文献
3.
发育在帕米尔弧形推覆构造带最前缘的木什活动背斜是一南缓北陡的第四纪滑脱褶皱,背斜的最小地壳缩短量为0.7km,构造隆升幅度可达1.5km.木什背斜北翼逆断层由一系列坡向北的反向断层陡坎组成,不同断坎间垂直位移分布呈现此消彼长的特征,不论是整个北翼逆断层西段还是单条断坎,其垂直位移均呈东高西低的不对称分布,位移梯度东高西... 相似文献
4.
塔里木西缘明尧勒活动背斜两翼河流阶地面上多处发育活动弯滑断层陡坎。这些断坎主要分布在活动轴面附近较陡的等斜岩层(地层倾角分别为74°~89°、18°~20°和45°~60°)一翼,往往成排发育在距活动轴面50~1 200m范围内,宽90~1 000m,长40~950m,随着离活动轴面的距离加大弯滑断层陡坎规模渐小。同一阶地面上发育的弯滑断层陡坎几乎以等间距或间距倍数关系产出。这些断坎走向与下伏基岩地层走向一致,基岩地层大多为中-厚层块状砂岩或粉砂岩互层,岩层间力学性质差异较小。明尧勒背斜南翼克孜勒苏河北岸T3阶地面废弃以来,单条弯滑断层的地表最大缩短速率为0.31mm/a,地表最大抬升速率为0.34mm/a。这些弯滑断层的活动具有重复性和新生性。 相似文献
5.
研究天山地区活动逆冲断裂、褶皱对于认识整个天山再生造山带的隆升和地震危险性评估具有重要意义。以天山北麓博乐盆地南缘库松木楔克断裂东段勒塔干褶皱为研究对象,通过无人机航拍提取高精度DEM和野外实地调查结果,将勒塔干背斜东部迪里克河附近的洪积扇分为5期,从新到老分别为T1、T2、T3、T4、T5。其中,T4洪积扇完整记录了褶皱的变形历史,其后翼褶皱陡坎高度为（8.1±0.6）m。自T4洪积扇废弃以来,勒塔干断层的滑移量为（33.0±2.6）m。T3洪积扇仅发育在迪里克河出水口处,即勒塔干背斜北侧,（16.9±0.2）m的断层陡坎高度揭示了自T3洪积扇废弃以来,控制背斜形成的逆断层发生了21.4～21.7 m的滑动。通过与相邻地区洪积扇期次进行对比,认为T4洪积扇的废弃年龄为（74.01±6.14）ka,勒塔干背斜下断坡晚第四纪滑动速率为（0.45±0.05）mm/a,勒塔干褶皱晚第四纪地壳缩短速率为（0.37±0.04）mm/a。 相似文献
6.
东秋里塔格断裂是库车坳陷内活动最为强烈的断裂之一,断错了波斯坦托克拉克河两岸的各级阶地。利用全站仪对河西岸的阶地变形进行了精确测量,得到Ⅰ、Ⅱ、Ⅲ级阶地形成以来东秋里塔格断裂的垂直断错量分别为12.5 m、20 m和24.5 m,并根据前人资料和区域类比的方法对各级阶地年龄进行了估计,计算得到晚第四纪以来该断裂的平均垂直滑动速率为1 mm/a左右,所引起的地壳缩短速率为(1.97~2.13)mm/a。 相似文献
7.
《内陆地震》2016,(2)
博格达推覆构造,由南向北发育3~4排活动断裂,活动性逐渐向北迁移,最新活动主要集中在前缘的阜康断裂及北三台断裂上。阜康断裂上盘在二工河一带为单斜岩层,具有断弯褶皱的特征,通过测量阶地拔河高度、阶地基座岩层的产状以及阶地年代数据,应用断弯褶皱变形的关系式得到了断层沿断层面滑动速率为0.8 mm/a;北三台断裂发育在断层扩展褶皱北三台背斜北翼,利用阶地剩余面积及褶皱滑脱面埋深,计算得到北三台背斜晚更新世晚期以来的缩短速率在0.5~0.9mm/a之间。综合得到博格达北麓晚第四纪地壳缩短速率为1.3~1.7 mm/a,考虑到埋藏地貌面的变形量,估计博格达北麓晚第四纪以来南北向总的地壳缩短速率在1.5~2.0 mm/a之间。 相似文献
8.
阳关断裂位于青藏高原北部阿尔金断裂系向北扩展的前缘位置，对其几何学和运动学的深入研究，有助于理解青藏高原向大陆内部扩展的机制。文章通过卫星影像解译、探槽开挖、差分GPS及无人机测量等对阳关断裂开展了详细研究。结果显示：阳关断裂东段发育多条正反向断层陡坎，断层陡坎高度在0.4～8 m之间，平均约2.2 m,探槽揭示断裂倾角约60°,形成高角度逆断层，局部发育正断层；西段断裂向北西前缘扩展，形成一组弧形分布的断层陡坎，陡坎高度多在0.9～2.4 m,平均约1.9 m。同时自南向北，逆冲断层陡坎形态由多级陡坎转为单一陡坎。对探槽剖面分析，显示断裂断错晚更新世冲洪积砾石层，发育的断层倾角较缓，以低角度逆冲为主要特征，约26°,有的甚至沿地层向前推覆。结合前人的研究成果，阳关断裂可能为本区阿尔金向北扩展的北边界，与三危山断裂共同协调吸收了阿尔金断裂东段的部分应变量。 相似文献
9.
与生长地层类似,在活动褶皱生长发育过程中形成的河流阶地堆积、阶地面与褶皱陡坎记录了褶皱发育的详细过程,其基本几何结构主要受控于下伏褶皱生长的机制与类型。文中讨论了简单膝折带迁移(恒定翼间角)生长断弯褶皱与断展褶皱、翼旋转(恒定翼长)滑脱褶皱、膝折带迁移滑脱褶皱、膝折带迁移-翼旋转联合作用以及弧形弯曲枢纽膝折带迁移褶皱作用下河流阶地的几何结构以及阶地面与下伏基座岩层间的角度关系,提出了这几类褶皱生长与河流阶地相互关系的运动学模型,同时考虑了河流加积和下切侵蚀作用对河流阶地最终几何结构的影响。在这些模型中,变形河流阶地和褶皱陡坎的基本几何结构既具有相似之处,也有截然不同之处。因此,通过对河流阶地和褶皱陡坎的细致填图、测量和测年,不仅可推断其下伏活动褶皱的生长变形机制,而且可以估算褶皱的隆升速率和控制褶皱生长的断层的滑动速率 相似文献
10.
《地震地质》2021,(3)
依据山前洪积扇顶部的扇形地形和向下游方向逐渐降低的地形特征,文中首先分析了断层面直立、向河流上游倾斜、向河流下游倾斜3种条件下左旋走滑断层错动在洪积扇顶部形成的断层陡坎的坡向和高度变化。其次,分析了左旋逆走滑断层、左旋正走滑断层在不同断层倾向条件下,断层错动在洪积扇顶部形成的断层陡坎的坡向和高度变化。利用无人机实测地形数据、谷歌卫星影像,结合野外地质地貌调查,发现新疆塔城盆地东缘NE-SW走向的冬别列克断裂近垂直穿过了自SE-NW发育的阿合别斗河。阿合别斗河处洪积扇的中轴线为NW向,坡向朝N,断层活动使其顶部发育了高约5.2m、坡向SE的反向断层陡坎。而在河床左、右两岸各1km之外的山前洪积扇上,断层陡坎为坡向NW的正向断层陡坎,坎高1～5m不等。阿合别斗河左岸T2、右岸T4与左、右两岸T5阶地的左旋水平位错量分别为(10.1±0.2) m、(10.6±0.7) m、(29.1±0.2) m、(20.0±0.7) m,垂直位错量分别为(1.5±0.1) m、(3.6±0.3) m、(4.7±0.2) m、(5.2±0.1) m。野外调查发现2处断层露头,断层面均倾向SE。根据阿合别斗河附近的断错地貌和走滑断层断错地貌模型,认为冬别列克断层在地貌面S1形成后为左旋逆走滑性质,T5阶地面形成后断层的性质转变为左旋正走滑并多次活动,形成了自SW-NE连续分布的正向断层陡坎—无陡坎—反向断层陡坎—无陡坎—正向断层陡坎的地貌现象。 相似文献
11.
ACTIVE FAULTS AND THEIR FORMATION MECHANISM IN THE EAST SEGMENT OF QIULITAGE ANTICLINE BELT,KUQA DEPRESSION 
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下载免费PDF全文 LI Sheng-qiang ZHANG Ling YANG Xiao-ping HUANG Wei-liang HUANG Xiong-nan YANG Hai-bo 《地震地质》2016,38(2):223-239
Based on geological and geomorphologic characteristics of the surface faults acquired by field investigations and subsurface structure from petroleum seismic profiles, this paper analyzes the distribution, activity and formation mechanism of the surface faults in the east segment of Qiulitage anticline belt which lies east of the Yanshuigou River and consists of two sub-anticlines:Kuchetawu anticline and east Qiulitage anticline. The fault lying in the core of Kuchetawu anticline is an extension branch of the detachment fault developed in Paleogene salt layer, and evidence shows it is a late Pleistocene fault. The faults developed in the fold hinge in front of the Kuchetawu anticline in a parallel group and having a discontinuous distribution are fold-accommodation faults controlled by local compressive stress. However, trenching confirms that these fold-accommodation faults have been active since the late Holocene and have recorded part of paleoearthquakes in the active folding zone. The fault developed in the south limb near the core of eastern Qiulitage anticline is a low-angle thrust fault, likely a branch of the upper ramp which controls the development of the eastern Qiulitage anticline. The faults lying in the south limb of eastern Qiulitage anticline are shear-thrust faults, which are developed in the steeply dipping frontal limb of the fault-propagation folds, and also characterized by group occurrence and discontinuous distribution. Several fault outcrops are discovered near Gekuluke, in which the Holocene diluvial fans are dislocated by these faults, and trench shows they have recorded several paleoearthquakes. The surface anticlines of rapid growth and associated accommodation faults are the manifestations of the deep faults that experienced complex folding deformation and propagated upward to the near surface, serving as an indicator of faulting at depth. The fold-accommodation faults are merely local deformation during the folding process, which are indirectly related with the deep faults that control the growth of folds. The displacement and slip rate of these surface faults cannot match the kinematics parameters of the deeper fault, which controls the development of the active folding. However, these active fold-accommodation faults can partly record paleoearthquakes taking place in the active folding zone. 相似文献
12.
Tianshan is one of the longest and most active intracontinental orogenic belts in the world. Due to the collision between Indian and Eurasian plates since Cenozoic, the Tianshan has been suffering from intense compression, shortening and uplifting. With the continuous extension of deformation to the foreland direction, a series of active reverse fault fold belts have been formed. The Xihu anticline is the fourth row of active fold reverse fault zone on the leading edge of the north Tianshan foreland basin. For the north Tianshan Mountains, predecessors have carried out a lot of research on the activity of the second and third rows of the active fold-reverse faults, and achieved fruitful results. But there is no systematic study on the Quaternary activities of the Xihu anticline zone. How is the structural belt distributed in space?What are the geometric and kinematic characteristics?What are the fold types and growth mechanism?How does the deformation amount and characteristics of anticline change?In view of these problems, we chose Xihu anticline as the research object. Through the analysis of surface geology, topography and geomorphology and the interpretation of seismic reflection profile across the anticline, we studied the geometry, kinematic characteristics, fold type and growth mechanism of the structural belt, and calculated the shortening, uplift and interlayer strain of the anticline by area depth strain analysis.
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km2 to 0.56km2. The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km2 and 0.74km2. The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active. 相似文献
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km2 to 0.56km2. The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km2 and 0.74km2. The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active. 相似文献
13.
位于帕米尔前缘逆冲推覆体(Pamir Front Thrust,PFT)东端的木什滑脱背斜,是帕米尔弧形推覆构造带最前缘和最新的变形带。对地形横剖面、纵剖面和水系发育特征的分析表明,木什背斜总体上具有由西向东扩展生长的特征。在背斜核部及北翼发育数级开阔平坦的沿轴向展布的河流阶地,阶地可划分为4期。利用阶地堆积细颗粒石英光释光测年获得阶地面T2a、T3和T4的形成年龄分别为(15.8±2.40)ka、(55.1±10.3)ka、(131.4±23.9)ka。伴随背斜的生长扩展,河流阶地面发生了横向和纵向掀斜,并形成断层陡坎和褶皱陡坎。木什背斜晚第四纪的缩短和隆升主要是通过褶皱翼旋转机制进行的,估算其最小缩短速率为(1.6±0.3)mm/a,最小隆升速率为(1.9±0.3)mm/a。与此同时,沿轴向背斜发生了向东的侧向迁移和旋转。根据背斜垂直隆升与侧向扩展之间的关系,估算背斜在131～16ka期间向东的侧向迁移扩展速率较快,为 (14.6±3.6)mm/a; 自16ka至今,侧向迁移扩展速率迅速减小至(1.7±0.3)mm/a,背斜向东的迁移扩展可能已基本停止,而以侧向旋转为主。 相似文献
14.
塔里木盆地新疆喀什以西部分是西南天山和帕米尔两大对冲构造系统的会聚带,关于两者变形前缘和分界的确切位置存在不同认识.在乌恰县以南的玛依卡克盆地南缘,清晰可见属于帕米尔构造带、向N或NNE逆冲的帕米尔前缘逆冲推覆体(PFT).最近野外调查在盆地北部发现了西南天山前缘的最新变形带:向南逆冲的乌拉根背斜南翼断层.断层总体近E... 相似文献
15.
发育在褶皱区的河流阶地作为一种发育广泛、易于定年的被动变形的地貌标志物,已越来越多地被应用到活动逆断层相关褶皱晚第四纪变形的研究中;结合前生长地层和生长地层,可限定褶皱缩短总量和变形起始时间等参数,恢复从开始生长至晚第四纪以来完整的生长演化历史。文中对正弦曲线状和尖棱状弯滑褶皱模型、经典断弯褶皱模型和纯剪切断顶褶皱模型进行了总结和讨论。这些模型的提出为限定褶皱变形提供了很好的方法,但不能完全概括自然界中的褶皱模型,这就需要更多的野外地质、数值模拟和实验模拟工作。 相似文献
16.
THREE-DIMENSIONAL STRUCTURAL FEATURES OF THE PENGXIAN ACTIVE BLIND FAULT IN THE CENTRAL LONGMEN SHAN FRONT BELT 下载免费PDF全文
下载免费PDF全文 WANG Zhen-nan LU Ren-qi XU Xi-wei HE Deng-fa CAI Ming-gang LI Ying-qiang LUO Jia-hong 《地震地质》2019,41(4):944-959
The Pengxian blind fault is a typical active fault in the central Longmen Shan front belt. It has important reference value for understanding the growth mode and process of the eastern Tibetan plateau. Because the fault is covered by the thick Upper Cenozoic strata in the western Sichuan Basin, its three-dimensional spatial distribution, structural style and formation mechanism remain unclear. In this paper, based on several high-resolution 3-D seismic reflection profiles, together with near-surface geological data and borehole data, we investigate the structural geometry of the Pengxian blind fault and build a 3-D model based on the results. We analyze the shape and scale of underground spatial distribution of the fault through a three-dimensional fault model. According to the theory of fault-related fold and fold-accommodation fault, this paper discusses the forming mechanism of the Pengxian buried structures. The shallow tectonic deformation in front of Longmen Shan is closely related to the detachment layer of the Middle and Lower Triassic, and this detachment layer f1 horizontally propagates into the Longquanshan anticline in the western Sichuan Basin. The Pengxian buried fault is a typical fault-bend fold and the f1 horizontally propagates into the western Sichuan Basin with a fault slip of 3.5km. The Pengxian blind fault is a high angle(50°~60°)thrust fault developed in the front wing of the kink-band zone, striking NE-SW, with a total length of~50km; But the fault is not connected with the Dayi buried fault in the south section of Longmen Shan. They are two different faults, and this defines the scale of the Pengxian blind fault. This limitation makes sense for analyzing and evaluating the magnitudes of potential earthquake. All above study provides research basis for further analysis of the potential seismic risk in this area. The Pengxian blind fault is parallel to the anticlinal axis with small amount of offset as a fold-accommodation fault. We believe that the fault formation is related to the fold deformation of the fold front limb. The study reveals the geometry, kinematics and formation mechanism of the Pengxian active fault, and provides a basis for further analysis of fault activity and hazard. Therefore, there is little possibility of strong earthquakes at the Pengxian blind fault due to its formation mechanism of the fault which is generally characterized by fold deformation and shortening deformation. In this paper, we discuss the location of Pengxian blind fault in the middle of Longmen Shan and Sichuan Basin. Because the Pengxian buried structures are in the transition area, the shortening amount in Pengxian indicates that the absorption in the basin is quite limited. It reflects the blocking effect of Sichuan Basin. In the study, we find that the relationship between folds, faults and sediments is an important part of tectonic interpretation; the theory of fault-related fold and fold-accommodation fault is well used for analysis. This would have great significance for the study of structural deformation, which can help to build a three-dimensional model of fault. 相似文献
17.
库木库里盆地位于青藏高原北缘,与柴达木盆地一山之隔,是二者的过渡地带,也是高原主体部分向NE扩展的前缘地区;现今构造表现为被3条大型活动构造带(走滑的阿尔金断裂带、东昆仑断裂带和逆冲的祁漫塔格褶皱逆冲系)所夹持。因此,该盆地对于研究青藏高原北缘的构造活动性、活动历史,探讨高原的扩展模式具有十分重要的意义。虽然库木库里盆地南、北两侧均发育活动性很强的大型走滑断裂,但是在盆地中央发育1条大型背斜,走向NWW-SEE,与祁漫塔格褶皱逆冲系和柴达木盆地内的褶皱构造走向一致,说明盆地目前遭受NNE向的挤压。通过对盆地地形横、纵剖面和阶地展布形态的分析,得出背斜有自西向东扩展变形的特征;野外调查和测年结果显示,背斜东段冰川融水形成了大型冰水扇,形成年龄为(87.09±2.31)~(102.4±3.7)ka,进而获得背斜东段自晚更新世以来平均隆升速率的最大值为(2.78±0.28)~(3.28±0.28)mm/a。库木库里盆地整体的活动性很强,在构造上与其北边的柴达木盆地类似,都受控于阿尔金断裂南侧的NNE向的区域挤压作用。 相似文献
18.
Small left-lateral strike-slip faults and right-lateral monoclinal kink bands with subvertical fold axes may be related to the formation of a very large right-lateral kink band (Bear Creek kink band), about 8 km wide and at least 15 km long, trending N27W along Bear Creek Valley in the Mt. Abbot quadrangle, Sierra Nevada, California.A foliation within Bear Creek Valley is defined by vertical slabs of granodiorite bounded by joints and faults. Small strike-slip faults and larger fault zones have nucleated along preëxisting joints and accommodated shearing between granodiorite slabs. The orientations of small cracks that occur near the tips of faults or connect adjacent fault segments indicate that the direction of maximum compression was about 20° counterclockwise from traces of joints at the time the faults nucleated. In some places where faults are closely spaced there are small, right-lateral kink bands with widths of 1 to 20 m. The slabs of granodiorite are gently curved through the kink bands, and analysis of the orientations of slabs in the limbs of the small kink bands indicates that the direction of maximum compression during kink-band formation was 15° to 20° counterclockwise from the traces of faults outside the kink bands. The orientation of the maximum compression for the formation of the small cracks at tips of many strike-slip faults and for the formation of the small kink bands, relative to the orientation of the maximum compression inferred from the joints on the limb of Bear Creek kink band, suggests that the foliation within the Bear Creek Valley has reoriented a maximum of 40° to 60° clockwise. Although the various orientations of joints, faults, and kink bands could be explained in terms of different regional compression directions at different places and at different times in the Mt. Abbot quadrangle, a much simpler interpretation, based on analysis of large and small structures in the granodiorite in Bear Creek Valley, is that they all formed in response to one maximum regional compression in the direction N25E. 相似文献