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1.
A new map of recent crustal vertical movements (RCVM) in Romania, on the basis of high-precision geodetical measurements by the repeated levelling method, had become necessary firstly as a consequence of the great seismic event of March 4, 1977 with foci under the Vrancea Region (the most important seismic zone in the country) and secondly because many years had passed since the previous edition.Certainly, there are similitudes and differences between the two editions, and the authors will try to put these into evidence and explain them.The general view of the major geological units of Romania in both maps is the same: the mountain regions being zones of more or less continuous uplift, the plains showing subsidence movements and the plateau regions presenting a relative stability. Some modifications became apparent owing to the improvement of the national geodetical network on which the repeated levelling measurements were performed and following the choice of the Harbour of Constanţa as the fundamental point.  相似文献   

2.

The devastating MS8.0 Wenchuan earthquake ruptured two large parallel thrust faults along the middle segment of the Longmenshan thrust belt. Preseismic and postseismic leveling data indicated the hanging wall of the YingxiuBeichuan-Nanba thrust fault mainly presented coseismic uplift with respect to the reference point at Pingwu county town, and the observed maximum uplift of 4.7 m is located at Beichuan county (Qushan town) which is about 100 m west of the fault scarp. The foot wall of the Yingxiu-Beichuan-Nanba thrust fault mainly showed subsidence with maximum subsidence of 0.6 m near the rupture. By employing a listric dislocation model, we found that the fault geometry model of exponential dip angle δ= 88°?×1-exp(-9/h) with depth of 18 km and uniform thrust-slip of 5.6 m could fit the observed coseismic vertical deformation very well, which verifies the listric thrust model of the Longmenshan orogenic zone.

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3.
GPS observations in the Western Bohemia/Vogtland earthquake swarm region revealed indications of horizontal displacements of low amplitude, and no clear long-term trend in 1993–2007. On the other hand, in 1998–2001 there was relatively significant active movement along NNE-SSW oriented line that we called the “Cheb-Kraslice GPS Boundary” (ChKB), identical with an important limitation of earthquake activity. The most impressive were dextral (right-lateral) movements in the 1998–1999 period followed by reverse sinistral (left-lateral) movements in 1999–2000 that correlate with prevailing motion defined by fault plane solutions of the Autumn 2000 earthquake swarm. Before the February 2004 micro-swarm, two points located on opposite sides of the Mariánské Lázně fault showed extension in the order of about 7 mm in the same NNE-SSW direction of ChKB. The new NOKO permanent GPS station in Novy Kostel showed the peak-to-peak vertical changes up to 10 mm before and during the February 2007 micro-swarm. Annual precise levelling campaigns in the local network around Novy Kostel revealed regular vertical displacements during the 1994, 1997 and 2000 earthquake swarms. The points around the Novy Kostel seismological station showed uplift during the active periods, including the micro-swarm February 2004. However, no such indication was observed on levelling points in the period of the February 2007 swarm. Long-term vertical displacements depend on the same direction NNE-SSW (ChKB) as the GPS displacements. Both geodetic techniques have revealed oscillating displacements, GPS horizontal, and levelling vertical, rather than any long-term trends in the study period 1993–2007. The displacements exhibited significant spatial and temporal relation to tectonic activity (earthquake swarms) including their coincidence with the seismologically determined sense of motion along the fault plane during earthquakes.  相似文献   

4.
The results of relevellings made in 1948 and 1969–1975 along the Obi-Hingou profile, which is a part of the Garm test area, are analysed. Different characteristics of slow movements in the separate parts of the levelling line divided by faults were obtained by using the displacement velocities of the Earth's surface in each separate section of the profile (from the results of repeated levellings). The uplift of the Peter the Great Range is determined against the background of subsidence in the Tadjik Depression. The exact values of maximum displacements ( ≈ 7 mm ) were determined and the radius of the deformation zone (12–13 km) was established for earthquakes with M = 4.5–5.  相似文献   

5.
The Ximalin fault is the northwest section of the Ximalin-Shuiquan fault, which is part of the north-edge fault zone of the Yanghe Basin, located in the conjunction of the Zhangjiakou-Bohai fault zone and Shanxi fault-depression basin, and its structural geometry and deformation characteristics can facilitate the research on the interaction of the two tectonic belts. In this paper, data of geological surveys and geophysical exploration are used to study this fault exhaustively, concerning its geometry, structural features and activity as well as its relationship with adjacent faults and rule in the deformation transform of the north-edge fault zone of the Yanghe Basin. The results show that the Ximalin Fault is a strike-slip feature with thrust component. Its vertical slip rates are 0.17mm/a and 0.25~0.38mm/a, and the horizontal slip rate is 0.58~0.67mm/a and 0.50mm/a during the late Middle Pleistocene and Holocene, respectively. It is formed alternately by the NW-trending main faults and secondary NE-trending faults, of which the former is characterized by high-angle reverse with sinistral strike-slip, and the latter shows normal faulting. The two sets of structures have specific structural geometry relations, and the motion manners and deformation characteristics match each other. During the active process of the north-edge fault of the Yanghe Basin, the NW trending Ximalin fault played a role similar to a transform fault in deformation change and stress transfer, and its sinistral strike slip activity accommodated the NE trending normal faulting at the both ends.  相似文献   

6.
The devastating MS8.0 Wenchuan earthquake ruptured two large parallel thrust faults along the middle segment of the Longmenshan thrust belt.Preseismic and postseismic leveling data indicated the hanging wall of the YingxiuBeichuan-Nanba thrust fault mainly presented coseismic uplift with respect to the reference point at Pingwu county town, and the observed maximum uplift of 4.7 m is located at Beichuan county(Qushan town)which is about 100 m west of the fault scarp.The foot wall of the Yingxiu-Beichuan-Nan...  相似文献   

7.
中国东南地区地壳垂直形变基本特征   总被引:1,自引:0,他引:1       下载免费PDF全文
胡惠民  沈永坚 《地震地质》1990,12(2):121-130
本文利用现有的Ⅰ、Ⅱ等多期水准复测成果,编制了我国东南地区垂直形变图。按区内垂直形变特征划分为三大区,南、北以上升为主,中部呈现大面积下降。文中还应用区内近期跨断裂测量资料,综合分析区域现代构造活动特点,并对区域构造应力场的变化进行了讨论  相似文献   

8.
A local geodetic network of 20 points was established in 1988 around the Seiyal fault for monitoring lateral movements. Two levellinglines, crossing the fault, were prepared for monitoring vertical movements. The initial horizontal geodetic measurements were carried out in March 1989. The measurements were repeated twice a year. The initial vertical geodetic measurements (levelling) were carried out in November 1989 and repeated in November 1990.Four horizontal geodetic measurements and two levelling measurements were analysed. The results revealed remarkable horizontal and vertical changes during the period of measurement.  相似文献   

9.
根据地热深井的地层资料,绘制了横穿黄庄-高丽营断裂带的地质剖面图,对断裂带的深部构造特点进行了探讨。结合已有研究成果分析,发现黄庄-高丽营断裂曾经至少有过4次正、逆构造转换,具有反复震荡性。认为断裂的成因是区域板块开裂,后由于板块间的水平运动方向多次转变,形成拉张与挤压的反复转变,不断产生上盘的下降及逆冲运动,而呈现出构造活动的反复震荡特征,分析认为其断裂形成时代约在1.6~1.4亿年间的晚侏罗世(J_3)。后来岩体的活动产生局部挤压和抬升,使得南、北两端上盘活动受限,产生掀斜抬升现象;而中段断块的活动自由度相对更大,根据水准监测当前中段上盘平均每年下降3 mm左右。结合构造特征及历史地震结果分析,认为应当注重对断裂带两侧板块的水平运移状况加以监测。  相似文献   

10.
Studies based on repeat levelling performed in the city of Tallinn show local earth surface deformations in the area of ancient valleys buried under quaternary sediments. Until 1964, the highest rate of sinking (up to 30 mm/year) was observed in the area south of Tallinn Old Port until Liivalaia Street. The maps of vertical movements drawn up on the basis of earlier levelling data indicate local sinking in the region of the city centre since 1951. From 1964 onwards, the intensity of the sinking has been steadily decreasing. The data obtained from the latest levelling works show that the sinking of the area under study has stopped or reversed into rising (up to +0.4 mm per year). Sinking of Tallinn is connected with the geological structure and ground water level.  相似文献   

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