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GEODYNAMICS
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.060
A. Nazarevych
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引用次数: 0
GEODYNAMICS
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.100
E. E. Kozlovskyy, V. Maksymchuk, D. Malytskyi, V. Tymoschuk, O. Hrytsai, N. Pyrizhok
The purpose of the work is to study the features of seismotectonics of the junction zone of the Oash and Transcarpathian faults in the Ukrainian Transcarpathians. The research methodology combines a complex analysis of geological-tectonic, seismological, geomorphological and geodetic data on the studied area. For the clarification of coordinates and depths of local earthquake foci we applied methods of their hypocenters specification, using a calculated seismological hodograph and kinematic corrections. Geological and geophysical data, in particular on regional profiles, were used to link seismic events to specific geological structures. It was established that a number of seismic events were recorded at depths of 40-52 km in the studied zone, in its northeastern part. They occurred simultaneously with traditional deep localization of seismic sources in the crust of the Transcarpathian depression (0-27 km deep), including at the depths of the sole of thrust sedimentary strata / roof of the pre-Neogene basement of the Transcarpathian depression (2-3 km deep) in the southwestern part of the studied area. Since these earthquakes are spatially localized to the northeast of the zone where the Transcarpathian deep fault is traced by geological and geomorphological data on the surface, they indicate the subduction of the crustal structures of the Transcarpathian trough in this direction under the thrusts of the Folded Carpathians. This is also evidenced by the corresponding slope of the seismofocal zone at the intersection of the Transcarpathian Deep Fault at greater (15-30 km) depths. These and other features of local seismotectonics reflect the so-called "crocodile" tectonics in the Ukrainian Carpathians. The features encompass the reverse, south-west slope of the seismofocal zone at shallower (0-12 km) depths, as well as the features of the relief of the Carpathians in the studied seismogenic zone. They fully correspond to the characteristics of the "alpine" and "terrain" geodynamics of the region, i.e. compression and displacement in the northeastern and eastern directions, respectively. For the first time, the research established the presence of relatively deeper (30-55 km) seismic activity in the earth's crust of the Ukrainian Transcarpathians – in the zone of subduction of the Moho border under the Carpathians in the area of junction of the Transcarpathian and Oash deep faults. Additionally, the geodynamic and tectonophysical justification for its presence was given in terms of combination of "alpine", terrane and asthenolitic geodynamics of the region. Taking into account the features of seismotectonics of the Oash and Transcarpathian faults junction zone will contribute to clarifying the assessment of the characteristics and peculiarities of the spatial distribution of natural geoecological, in particular, seismotectonic risks and hazards in the central part of the Ukrainian Transcarpathians.
本工作的目的是研究乌克兰-外喀尔巴阡山脉Oash断层和外喀尔巴阡断层交界带的地震构造特征。研究方法结合了对研究区域地质构造、地震、地貌和大地测量数据的复杂分析。为了澄清局部地震震源的坐标和深度,我们采用了震源规范的方法,使用计算的地震学速度图和运动学校正。地质和地球物理数据,特别是区域剖面数据,被用来将地震事件与特定的地质结构联系起来。据证实,在研究区东北部40-52公里深处记录了许多地震事件。它们与Transcarpathian凹陷地壳(0-27km深)中震源的传统深层定位同时发生,包括研究区域西南部Transcarpathia凹陷前新近纪基底(2-3km深)的逆冲沉积地层/顶板底部深处。由于这些地震在空间上局限于通过地表地质和地貌数据追踪到的跨喀尔巴阡深断层带的东北部,它们表明跨喀尔巴阡槽的地壳结构在褶皱喀尔巴提亚山脉的推力下向这个方向俯冲。这一点也可以从更大(15-30公里)深度的跨喀尔巴阡深断层交叉口地震震源带的相应斜坡中得到证明。这些和当地地震构造的其他特征反映了乌克兰喀尔巴阡山脉所谓的“鳄鱼”构造。这些特征包括浅层(0-12km)地震震源带的反向西南斜坡,以及研究发震带中喀尔巴阡山脉的起伏特征。它们完全符合该地区“高山”和“地形”地球动力学的特征,即分别在东北方向和东部方向上的压缩和位移。这项研究首次确定了乌克兰外喀尔巴阡山脉地壳中存在相对较深(30-55公里)的地震活动——在外喀尔巴阡山脉和Oash深断层交界处喀尔巴提亚山脉下莫霍边界的俯冲带。此外,根据该地区的“高山”、地体和软岩地球动力学的组合,给出了其存在的地球动力学和构造物理理由。考虑到Oash和Transcarpathian断层交界带的地震构造特征,将有助于澄清对自然地质生态空间分布特征和特性的评估,特别是乌克兰Transcarpathians中部的地震构造风险和危害。
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引用次数: 0
GEODYNAMICS
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.080
M. Orliuk
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引用次数: 0
GEODYNAMICS 地球动力学
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.091
O. Kendzera, Y. Semenova
Purpose. The paper substantiates the need for building seismic zoning maps of Kyiv in the physical parameters of ground motions: peak ground accelerations (PGA), peak ground velocities (PGV) or peak ground displacements (PGD), which are the basis for the effective use of methods for calculating seismic loads on buildings, structures and individual responsible constructions. An intermediate stage in the creation of such maps is the development of a map of seismic zoning of the territory of Kyiv in terms of relative integral estimates of spectral increments in seismic soil oscillations, arising from the influence of the peculiarities of the distribution of physical parameters of soils. The intermediate map gives the distribution over the city territory of a quantitative assessment of the influence of the spectral characteristics of the soil on the seismic hazard, expressed in systemic physical quantities. Methodology. An analytical-empirical approach to mapping the seismic hazard of territories is applied. Within the territory of Kyiv, using the method of seismic-geological analogies, areas (taxonomic zones) were identified, where the seismic effect can differ significantly both in physical parameters: displacement, speed, acceleration – and the ability of soil strata to significantly affect the spectral characteristics of the soil. Results. For each taxonomic zone, a computational seismic-geological model with inelastic deformation parameters has been built, which makes it possible to take into account the occurrence of nonlinear effects under significant seismic influences. Equivalent linear modeling was used to calculate the frequency response of seismic-geological soil models for each taxonomic zone. The averaged frequency response for the ground conditions of the territory of Kyiv was calculated. A map of the distribution of the deviation of the integral amplification of seismic oscillations from the average value for the territory of Kyiv was built. The integral spectral amplification is the area of the subspectral function. A dynamic analysis of the propagation of seismic oscillations in seismic-geological models is carried out and the influence of the upper sedimentary layer on the value of the peak ground acceleration PGA on the free surface is illustrated. Originality. For the first time within the territory of Kyiv, areas (taxonomic zones) have been identified, where the response of the soil to the seismic effect will differ. A map of the distribution of the deviation of the integral amplification of seismic oscillations by soils from the average value for the territory of Kyiv was constructed. Practical significance. The map of seismic zoning of Kyiv in amplitude terms of soil oscillations is proposed to be used when applying the spectral method for calculating an emergency combination of loads, taking into account seismic effects, to determine the value of the calculated relative ground accelerations of the construction site under stud
意图本文在地面运动的物理参数:峰值地面加速度(PGA)、峰值地面速度(PGV)或峰值地面位移(PGD)方面证实了绘制基辅地震区划图的必要性,这些参数是有效使用计算建筑物、构筑物和个别责任建筑地震荷载的方法的基础。绘制此类地图的中间阶段是根据土壤物理参数分布特性的影响,根据地震土壤振荡频谱增量的相对积分估计,绘制基辅地区的地震分区图。中间图给出了土壤光谱特征对地震灾害影响的定量评估在城市范围内的分布,用系统物理量表示。方法论应用了一种分析经验方法来绘制领土的地震灾害图。在基辅境内,使用地震地质类比方法,确定了地震效应在物理参数(位移、速度、加速度)和土层显著影响土壤光谱特征的能力方面存在显著差异的区域(分类区)。后果对于每个分类带,都建立了一个具有非弹性变形参数的计算地震地质模型,这使得考虑在重大地震影响下非线性效应的发生成为可能。使用等效线性模型来计算每个分类带的地震地质土壤模型的频率响应。计算了基辅地区地面条件下的平均频率响应。建立了基辅地区地震振荡积分放大与平均值的偏差分布图。积分谱放大是子谱函数的面积。对地震地质模型中地震振荡的传播进行了动力学分析,并说明了上部沉积层对自由表面峰值地面加速度PGA值的影响。独创性基辅境内首次确定了土壤对地震效应反应不同的区域(分类区)。绘制了基辅地区土壤地震振荡积分放大与平均值偏差的分布图。实际意义。在考虑地震效应的情况下,应用频谱法计算紧急荷载组合时,建议使用基辅土壤振荡振幅地震分区图,以确定所研究施工现场的计算相对地面加速度值。
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引用次数: 0
GEODYNAMICS
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.051
O. Stupka
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引用次数: 0
GEODYNAMICS 地球动力学
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.005
K. Tretyak, Bogdan Palianytsia
The goal. Identify the relationship between seasonal temperature changes and vertical and horizontal displacements of GNSS control points based on data obtained by the automated monitoring system of the Dnipro HPP dam in the period from 2016 to 2020. Input data. The research used data of uninterrupted GNSS measurements obtained at 16 points of the Dnipro HPP dam from mid-2016 to mid-2020. Method. A specially developed software product analyzes the GNSS time series of measurements pre-processed by the GeoMoS system to determine the parameters of seasonal displacements and their relationship with seasonal changes in air temperature. The GNSS time series analysis. Based on the conducted research, the influence of environmental temperature has a decisive effect on the cyclicity of dam deformations. This applies to both horizontal and vertical displacements but in the absence of significant changes in the water level in the upper reservoir. Values of extreme displacements increase closer to the middle of the dam and decrease at the edges. This tendency is observed every year in the study period. According to the three-year GNSS dam monitoring, the amplitude of semi-annual horizontal oscillations of the control points relative to the dam axis is in the range of 15-18 mm. Almost all vectors of horizontal displacements are perpendicular to the axis of the arcuate dam. In the first half of the year, the vectors of horizontal displacements aim to widen the dam, and in the second half of the year - at compressing the dam. The analysis of the data represents that almost every year, extreme deviations, both horizontal and vertical, occur in February and August. Temperature extremes occur faster than excessive GNSS displacements. For the dam of the Dnipro HPP, the extreme horizontal displacements lag on average by 37 days, and the vertical ones - by 32 days from the extreme temperatures. The deformations of the dam are related to the concrete structure temperature, which changes with a certain delay relative to the air temperature. The magnitudes of extreme displacements and the epoch of their manifestation depend on the dam's design and its technical parameters. For each dam, these extreme displacements and the periods of their representation will be different. Accordingly, monitoring these displacements and their changes over time is one of the criteria for assessing the general condition of the dam. Scientific novelty and practical significance. The regularities of the connection between the change of temperature and the displacements of the GNSS points, revealed during the research, can be used for the further study of data processing and analysis of the hydraulic structures monitoring.
我们的目标。基于2016 - 2020年第聂伯罗水电站自动化监测系统数据,识别季节温度变化与GNSS控制点垂直和水平位移的关系。输入数据。该研究使用了2016年中期至2020年中期在第聂伯罗水电站16个点不间断的GNSS测量数据。方法。一个专门开发的软件产品分析经GeoMoS系统预处理的GNSS测量时间序列,以确定季节性位移参数及其与气温季节变化的关系。GNSS时间序列分析。研究表明,环境温度对大坝变形的循环性具有决定性的影响。这既适用于水平位移,也适用于垂直位移,但在水库上部水位没有显著变化的情况下。极端位移值在靠近大坝中部的地方增大,在靠近大坝边缘的地方减小。在研究期间,这种趋势每年都能观察到。根据3年的GNSS大坝监测,各控制点相对于大坝轴线的半年水平振荡幅度在15-18 mm范围内。几乎所有的水平位移矢量都垂直于弧形坝的轴线。在上半年,水平位移矢量的目标是加宽大坝,而在下半年,目标是压缩大坝。对数据的分析表明,几乎每年的2月和8月都会出现极端的水平和垂直偏差。极端温度比GNSS过度位移发生得更快。对于第聂伯罗水电站大坝来说,极端水平位移平均滞后37天,垂直位移平均滞后32天。大坝的变形与混凝土结构温度有关,混凝土结构温度相对于气温有一定的延迟变化。极端位移的大小和出现的时间取决于大坝的设计和技术参数。对于每个大坝,这些极端位移和它们的表现周期将是不同的。因此,监测这些位移及其随时间的变化是评估大坝总体状况的标准之一。具有科学新颖性和现实意义。研究过程中揭示的温度变化与GNSS点位移之间的联系规律,可为水工建筑物监测数据处理与分析的进一步研究提供参考。
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引用次数: 3
GEODYNAMICS 地球动力学
IF 0.3 Pub Date : 2018-07-10 DOI: 10.23939/jgd2018.01.027
K. Bezruchko, N. Diachenko
Purpose. The purpose of the paper is the reconstruction of the geodynamic development of the shear dislocation zone (shear stress fields) of the Krasnoarmiiska monocline (KM) of Donbas (Eastern Ukraine) and determining the relationships of their impact on the emergence of gas-dynamic phenomena (GDP) in coal sediments. Methodology. Methods of digital geological cartography, mining-geometric simulation, geological-structural analysis, and structural-geomorphological reconstruction are used for the analysis of structural-geological information. A complex of methods for statistical processing of data on the tectonic disturbance is used – estimation of the frequency of azimuth orientations by the roses-diagram method. Techniques of morphotectonic analysis of the coal bed (a mathematical technique for identifying the gradient structures) are applied. Results. A tectonic model of formation of pull-aparts in the mode of transtension on the territory of KM (on the example of “Dobropilska” mine) is proposed, which results in manifestations of GDP (in particular “wet blowers”) in the form of a small kettle of subsidence in zones of en echelon overlapping of shears. The latter ones are formed under the action of the shear field of tectonic stresses (the axis of space shortening is (σ1) due to the horizontal shear is oriented in azimuth 160-170° (340-350°), the axis of elongation is (σ3) – 70-80° (250-260°). At this, the combination of fringing Y and T faultings in the conditions of transtension, most likely, provides gas permeability and water permeability of the zone. Structure-kinematic relationships of formation and development of shear dislocations of KM at Donbas are researched. Originality. The structural-kinematic relationships in the formation and development of shear dislocations of the Krasnoarmiiskyi district of Donbas and their impact on the formation of GDP zones were studied firstly. They based on the developed digital model of the actual tectonic disturbance of the rock massif on the example of the mining allotments group of KM. It is established for the first time: a) subparallel disjunctives of the NE orientation (15-30°), regardless of morphology, are as the boundaries of parallelogram-like blocks, forming either scaly packets or packets of fault scarps (depending on the morphology of the faultings), limited in the strike by the fault planes of N-NE and SW fall; in the case of scaly packets in the orientation of the fall of the fault plane it is dominated by the E-SE direction, the faultings limiting the fault scarps are characterized by the opposite WN direction of the fall; b) faultings of SE orientation are morphologically represented by shear-thrusts, and with depth change not only the angle of incidence from 35° to 85°, but also the azimuth of strike (from 20-25° to 50°), forming a fanlike feathering of the main faulting in the plan; c) faultings of different morphology are represented not by a single fault plane, but by a series of di
意图本文的目的是重建顿巴斯(乌克兰东部)克拉斯诺阿米斯卡单斜构造(KM)剪切位错带(剪切应力场)的地球动力学发展,并确定它们对煤沉积物中气体动力学现象(GDP)出现的影响关系。方法论采用数字地质制图、矿山几何模拟、地质构造分析和构造地貌重建等方法对构造地质信息进行分析。使用了一种复杂的统计处理构造扰动数据的方法——通过玫瑰图方法估计方位角方向的频率。应用了煤层形态构造分析技术(一种识别梯度结构的数学技术)。后果提出了KM地区(以“Dobropilska”矿为例)以拉张模式形成拉壳的构造模型,该模型导致GDP(特别是“湿式鼓风机”)在剪切带的梯形重叠带中以小壶沉降的形式表现。后者是在构造应力剪切场的作用下形成的(由于水平剪切,空间缩短轴为(σ1),方位角为160-170°(340-350°),延伸轴为(∑3)-70-80°(250-260°)。在这种情况下,在平移条件下,边缘Y和T断层的组合很可能提供了该带的透气性和透水性。研究了顿巴斯KM剪切位错形成和发展的结构-运动学关系。独创性首先研究了顿巴斯克拉斯诺阿米斯基地区剪切位错形成和发展的结构运动学关系及其对GDP带形成的影响。他们基于以KM采矿分配群为例开发的岩体实际构造扰动的数字模型。该模型首次建立:a)NE方向(15-30°)的亚平行间断,无论形态如何,都是平行四边形块体的边界,形成鳞片状包或断层崖包(取决于断层的形态),其走向受到北东向和西南向断层面的限制;在断层平面下落方向上的鳞状包的情况下,它由E-SE方向主导,限制断层崖的断层的特征是下落的相反WN方向;b) SE向断层在形态上以剪切冲断层为代表,随着深度的变化,不仅入射角从35°变化到85°,而且走向方位角(从20-25°变化到50°)也发生了变化,形成了平面内主断层的扇形顺滑;c) 不同形态的断层不是由单一的断层面表示的,而是由所有地层层位上的一系列扰动表示的,这些扰动形成了一个断层形成带——一个垂直的“构造带”;d) 在矿山“开拓者”的SE部分,发现了双重压缩(转换压缩模式),它由折叠系统(F)表示,宽度高达287米,碎片倾斜,改变了Novoiverskyi冲断层的走向;e) 位于链条中的张力复式带,在与“湿式鼓风机”相连的“Dobropilska”矿场具有特征性的断阶配置,由于局部罢工(超张力)而形成;f) 研究区变形的共生对应着北-西北向挤压、东-东北向拉伸的构造应力剪切场,断裂剪切位移伴随着断裂断裂而发生。实际意义。剪切构造对煤层GDP形成的影响的既定关系是重要的,这既可以通过阐明构造形成的机制和拉壳形成的性质(张力的梯队带),也可以通过使用额外的预测标准来寻找煤层中游离甲烷的积聚及其突然表现(GDP)。在矿业企业中应用这些关系的知识将有助于降低与危险的GDP表现作斗争的成本,并可靠地预测这些表现。
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引用次数: 1
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Geodynamics
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