共查询到20条相似文献，搜索用时 921 毫秒
1.
We estimated the stress fields of the aftershocks of the 2000 western Tottori earthquake (Mw 6.6) and the northern Hyogo swarm (max Mw 5.2) by a stress tensor inversion of moment tensor solutions reported from the National Research Institute for Earth Science and Disaster Prevention (Japan). The maximum principal stress direction of the western Tottori sequence was estimated as N107°E with a strike–slip regime. In the northern Hyogo swarm, the orientations of the principal stress directions could not be well constrained by the observed data, but after examining the detailed characteristics of the solution, we obtained a most probable solution of N113°E for the σ1 direction. These solutions are consistent with the maximum horizontal directions roughly estimated from the strike directions of large earthquakes occurring geographically between these two seismic activities. We measured the angle between each fault–slip direction and maximum principal stress direction to investigate the frictional properties of earthquakes. The distribution of the angles was forward modeled to estimate the coefficient of friction and the stress ratio, assuming uniformly distributed fault orientations. For the western Tottori sequence, a homogeneous stress field with a coefficient of friction less than 0.4 was estimated. A high stress level was also suggested because very little change occurred in the stress field during the mainshock. For the northern Hyogo sequence, the coefficient of friction was estimated to be between 0.5 and 1.0. 相似文献
2.
New in situ data based on hydraulic fracturing and overcoring have been compiled for eastern Australia, increasing from 23 to 110 the number of in situ stress analyses available for the area between and including the Bowen and Sydney Basins. The Bowen Basin displays a consistent north‐northeast maximum horizontal stress (σH) orientation over some 500 km. Stress orientations in the Sydney Basin are more variable than in the Bowen Basin, with areas of the Sydney Basin exhibiting north‐northeast, northeast, east‐west and bimodal σH orientations. Most new data indicate that the overburden stress (σV) is the minimum principal stress in both the Bowen and Sydney Basins. The Sydney Basin is relatively seismically active, whereas the Bowen Basin is relatively aseismic. Despite the fact that in situ stress measurements sample the stress field at shallower depth than the seismogenic zone, there is a correlation between the stress measurements and seismicity in the two areas. Mohr‐Coulomb analysis of the propensity for failure in the Sydney Basin suggests 41% of the new in situ stress data are indicative of failure, as opposed to 13% in the Bowen Basin. The multiple pre‐existing structural grains in the Sydney Basin further emphasise the difference between propensity for failure in the two areas. Previous modelling of intraplate stresses due to plate boundary forces has been less successful at predicting stress orientations in eastern than in western and central Australia. Nonetheless, stress orientation in the Bowen Basin is consistent with that predicted by modelling of stresses due to plate boundary forces. Variable stress orientations in the Sydney Basin suggest that more local sources of stress, such as those associated with the continental margin and with local structure, significantly influence stress orientation. The effect of local sources of stress may be relatively pronounced because stresses due to plate boundary forces result in low horizontal stress anisotropy in the Sydney Basin. 相似文献
3.
A new method to determine stress directions using the preferential orientation of plagioclase mechanical twins has been applied to high-temperature mylonitic rocks from the Além Paraíba shear zone, Ribeira fold belt, southeastern Brazil. We have measured the lattice-preferred orientation of plagioclase grains and calculated the orientation of the stress axes possible for the observed twin orientations. The maximum compressive stress direction (σ1), determined for all studied samples, is a function of the mechanical twin orientations of a number of distinct plagioclase populations. The σ1 direction is generally subperpendicular to the (010) plane. The statistical treatment for most of the plagioclase grains examined for each sample shows that σ1 is almost perpendicular to the foliation plane, suggesting a significant coaxial component in the deformation process of these rocks. 相似文献
4.
本文通过野外构造形变资料的研究,确定了厦门地区中生代的两期（侏罗纪、白垩纪）构造应力场及其主应力方向;利用最新一期共轭剪节理和震源机制解资料,确定了第四纪以来的构造应力场及其主应力方向。最大主压应力轴的优选方位分别为:侏罗纪SE138°,∠8°,白垩纪SW205,∠12°,第四纪以来NW312°,∠21°。 采用石英错密度法,估算了中生代古构造应力值,侏罗纪为88.5MPa,白垩纪为81.5MPa。利用岩石力学声发射技术,测定了现代构造应力大小,在标高为3——-151m（埋深为18——151m）的范围内,最大主压应力值为2.55——16.2MPa,最小主压应力值为1.1——10.1MPa。 相似文献
5.
6.
Although a minimum of four independent, single-phase fault data are required to solve for a unique reduced stress tensor, we prove in this paper that a smaller number of fault data are sufficient in some instances to solve for part of the reduced stress tensor. One of the principal stress directions is determinable from either two faults with a common null shear direction on the fault planes or three faults with a common intersection in a principal stress plane of the fault planes. This direction is combined with the fault data to determine the possible ranges of other principal stress directions. Determining whether the direction is for the maximum, intermediate or minimum principal stress depends upon constraints provided by slip tendency or more fault data. This approach can also be applied to a set of four or more fault data with low orientation diversity. This new method is finally applied to two different sets of fault data from along the active Chelungpu fault, western Taiwan. The stress orientations determined from the method lie in acceptable ranges for the maximum/minimum principal stresses using other existing and comparable methods, such as the right dihedra/trihedra methods. They differ moderately in the maximum/minimum principal stress directions when compared to the moment tensor method for fault kinematic analysis. The new method has advantages over the right dihedra/trihedra methods in the accuracy of stress estimate and the independence of stress estimate upon the small number of faults that are not parallel to the dominant fault set(s). 相似文献
7.
Tim H.Bell 《地学前缘》1999,(3):4
过去还无人指出过板块相对运动的方向与缓倾斜叶理、逆断层和断层上的线状指示物有直接关系,这是因为缓倾斜构造上的运动方向只和变厚了的造山地层的重力塌陷有关,它们和俯冲板块传递给仰冲板块的推力没有关系。缓倾斜叶理上的运动方向的线状指示物和斑状变晶中的叶理弯曲或叶理交切轴（FIA）并无直接关系,这是因为FIA的指向受缓倾斜叶理和斑状变晶边缘上产生的、近乎垂直的叶理之间的交切面控制。在班状变晶边缘上形成的、近乎垂直的叶理在基质中的方位可能在较大范围内变动,因为它们会在稍早期间形成的叶理再活化作用影响下发生转动或遭到破坏。斑状变晶边缘上近乎垂直的叶理,与形成于早期或晚期的缓倾斜叶理的交线,在后期的生长中被圈闭在班状变晶里,此交线规定出了FIA的方位,而与叶理上的运动方向无关。从美国佛蒙特州阿巴拉契亚山脉采集的FIA资料指出,在125km×35km的一片地区内,在该地岩层所发生的多次变形中,从未曾使早期形成的FIA组的方位发生变动。这种情况要求：后来的每一代褶皱都是由于渐进的。总体不均匀缩短作用造成的。这种情况表明：FIA保存着原始的运动方向,此方向未因以后的变形而转动。非洲板块与欧洲板块的相对运动方向和由阿尔卑斯期变质岩中叶理交切轴（FIAs）所指示 相似文献
8.
David Shelley 《Tectonophysics》1980,62(3-4)
Permian volcanic sediments at Bluff have been strained and thermally metamorphosed by Permian intrusives to metasediments of hornblende—hornfels facies. Quartz, which crystallised as a secondary mineral during metamorphism, has an unusual preferred orientation with c-axes either forming paired maxima in the plane containing the lineation (=maximum principal strain axis = direction of extension) and the perpendicular to schistosity (=minimum principal strain axis = shortening direction) or a broad maximum parallel to the lineation; the paired maxima are approximately 30° either side of the lineation. Some quartz grains are markedly elongate parallel to the lineation, and according to hypotheses of preferred orientation involving crystal plasticity, there should be some correlation between the shape of such grains and their c-axis orientations. Grain-size and shape analysis of Bluff quartz demonstrate that no such correlation exists; the analyses show that the preferred orientation results from oriented nucleation in the residual stress field immediately following the bulk straining of the rocks, with the distribution of c-axes as predicted by Kamb's hypothesis (1959). The time relationships of rock deformation, thermal metamorphism, and nucleation and growth of quartz are discussed. 相似文献
9.
采用研制的真三轴仪进行水泥土单向加荷试验,研究水泥土的各向异性变化规律,探讨应力对侧向膨胀的影响。结果表明,单向加荷条件下,加荷方向均产生压缩,而侧向膨胀主要与剪应力增量 有关;大主应力 单向加荷, ,中主应力 、小主应力 方向产生侧向膨胀;中主应力单向加荷, 时, 方向产生侧向膨胀, 时,无侧向膨胀;小主应力单向加荷, ,试样不产生侧向膨胀;对于相同应力增量,试样侧向膨胀和压缩应变均随初始固结应力的增大而减小。能量分析表明,试样的侧向膨胀与某一方向的约束程度相关,约束越强,侧向膨胀量越小;约束越弱,侧向膨胀量越大。 相似文献
10.
C. M. Barton 《Australian Journal of Earth Sciences》2013,60(3-4):333-339
An interpretation of the origins of folds and joints, which affect the Tertiary Brown Coal Measures of the Latrobe Valley, leads to the proposal that the geological structures have been formed under a regional Late Tertiary NNW‐SSE compressive stress. Considerations of the pattern of measured in situ stresses and of interpreted stresses, derived from earth movements around open cuts and from earthquakes, indicate that a regional NNW‐SSE compressive stress is still in existence in the SE part of Australia at the present time. It is proposed that the consistencies in the stress orientations reflect consistencies in the Late Tertiary to Recent global movements of the Australian plate. 相似文献
11.
The Magadi area, located in the southern part of the Kenya Rift, is a seismically active region where rifting is still in progress. The recent tectonic activity has been investigated through a seismological survey and the study of neotectonic joints found in Lake Magadi sediments, which were deposited some 5000 years ago. The structural analysis of these open fractures was combined with a quantitative analysis of the orientation and size characteristics of imagery faults. The gathered data demonstrate (1) that the majority of the systematic joints have straight and parallel trajectories with a common en echelon mode of propagation displayed through a rich variety of patterns, and (2) that there is a self-similarity in fault and joint principal directions recognised at the different telescopic scales. SPOT image (1:125,000), aerial photos (1:76,000), and outcrop fieldwork reveal two important structural orientations which are N015°E and N015°W. The N015°E regional direction is consistent with the orientation of the southern segment of the Kenya Rift. Structural analysis is supported by results of a joint microseismic investigation in the Lake Magadi area. Obtained focal mechanism solutions indicate an E–W to ESE–WNW normal faulting extension direction. 相似文献
12.
In a uniform granite gneiss study area in central Zimbabwe, lineaments oriented parallel to the maximum regional compressive stress orientation exhibit the thickest regolith development, while lineaments oriented perpendicular to the maximum compressive stress show the shallowest development of weathered regolith. The principal fracture set orientations were mapped using aerial imagery. The regional stress field, estimated from global stress maps, was used to determine the stresses acting on each principal lineament orientation. Multi-electrode resistivity profiling was carried out across fractures with different orientations to determine their subsurface regolith conditions. The results indicate that the 360 and 060° lineaments, which are sub-parallel to the principal compressive stress orientation (σ1) exhibit maximum development of the regolith, while 130° lineaments perpendicular to σ1 do not exhibit significant regolith development. Since regolith thickness has been positively correlated with groundwater resources, it is suggested that fractures with orientations sub-parallel to the principal compressive stress direction constitute favourable groundwater targets. Knowledge of the regional stress field and fracture set orientations can be used as an effective low cost tool for locating potentially higher yielding boreholes in crystalline rock terrains. 相似文献
13.
川东南构造应力应变以及构造期次的划分,是近年来四川盆地演化分析的重点研究对象。明确其构造演化与古应力场关系对于后期深化研究四川盆地边缘应力演化、指导本地区油气勘探具有重要意义。通过对酒店垭-桑木场背斜两翼须家河组露头观测到452组节理进行处理、统计、分析,利用传统的构造几何学分析方法、磷灰石裂变径迹以及声发射实验并结合相关区域构造演化史资料,分析了研究区裂缝发育期次以及古构造应力场。结果表明：该区主要为两套构造节理,分别为近NW—SE向和近NE—SW向两期主构造应力作用形成的节理;研究区自三叠纪之后发生了至少两期以上对该地区具有重大影响的构造运动：第一期为燕山运动中—晚期,最大主应力轴方向为133°,主要形成NE、NNE向断裂体系,构造规模较大、断裂发育;第二期为燕山运动末期-喜马拉雅运动早期,最大主应力轴方向为51°,主要形成NW向构造体系,构造规模较小、断裂仍较发育。 相似文献
14.
A comparison of three methods of stress determination using overcoring tests, earthquake focal-mechanism solutions, and fault-displacement analysis, was carried out near the epicentres of the 1968 Meckering and the 1970 Calingiri earthquakes, Western Australia. Shallow overcoring measurements (3–10 m) were made at seven sites in competent granite, along a 200-km north—south traverse through the location of the Meckering earthquake. The in situ measurements indicate a high regional compressive stress, acting about N77°E. This compares with the direction of the P-axes from the Meckering and Calingiri earthquakes of N91°E and N102°E, respectively, and east-west orientation of major principal stress deduced from observations of surface faulting. The highest maximum principal stress, 23 MPa, was measured at the site farthest north from the Meckering epicentre (~ 90 km), and the lowest, 4 MPa, was measured near the epicentre. The magnitude of the stress increases with distance away from the epicentral area at about 0.2 kPa/m. The results were corrected for drilling water temperature, thermal rock stresses, and suction pore pressure. The total correction was less than 2 MPa at most sites.Estimates of shear stress release from the fault-scarp displacements for Meckering and Calingiri were of similar magnitude (~10 MPa) to the difference between observed shear stress at sites close to and sites remote from the Meckering earthquake.As a cause of the earthquake it is proposed that the fault plane is progressively weakened by alteration or weathering, and that a small long-term fluctuation of head of ground water was the trigger.The high stress at shallow depths, the growing evidence of east—west major principal stress in most of the Australian continent, and the existence of horizontal stress higher than gravity lithostatic stress may have a common explanation, in terms of the driving forces of plate tectonics. The Australian results do not agree with the north—south orientation suggested by crude plate-drift theories in which the major stress is in the direction of the drift, and do not appear to fit with orientations from other continents, in the Richardson et al. (1976) interacting plate model which assumes a velocity-dependent plate driving force. An analysis of driving forces at diverging plate boundaries was carried out and suggests no dominant force-velocity relationship, thus forces independent of plate velocity may control the stress orientation in the plate. 相似文献
15.
全球应力场与构造分析 总被引：16，自引：1，他引：16
介绍了近年来全球构造应力研究方面的一些新进展并以“世界应力图”提供的资料为背景 ,结合一些最新的研究成果 ,阐述了全球构造应力场的分布特征及其与板块构造运动之间的联系。研究结果表明 :(1)全球存在大尺度的统一性构造应力场 ;(2 )全球大多数板块内部地区为挤压应力作用 ,其应力结构多为逆断型、走滑型或逆走滑型 ;(3)大陆板块内部的扩张区大多位于高海拔异常地区 ,其应力结构为正断型或正走滑型 ,如青藏高原、东非裂谷和贝加尔裂谷等 ;(4)全球大部分地区的地壳上部构造应力作用方向较为均一 ,存在区域统一应力场 ;(5 )全球大部分地区的最大水平主应力方向与板块绝对运动 (角速度 )迹线保持较好的一致性 ,反映出构造应力与板块运动的关系密切 ;(6 )板块汇聚、洋脊扩张可能是产生岩石圈上部构造应力的主要力源。 相似文献
16.
Magnetic susceptibility anisotropy in the Cambrian slate belt of North Wales and correlation with strain 总被引：2，自引：0，他引：2
J. S. Rathore 《Tectonophysics》1979,53(1-2)
The magnetic susceptibility anisotropy of 275 specimens comprising 38 sites from the Cambrian slate belt in North Wales was measured to determine the magnetic fabric of the slates. The susceptibility ellipsoid is oblate for all sites, and the maximum/intermediate susceptibility plane always coincides with the cleavage plane of the slates which has a Caledonian strike and is nearly vertical. The maximum axes align sub-vertically and the intermediate axes sub-horizontally, trending NE-SW. The minimum susceptibility axes are normal to this foliation plane and coincide with the poles to the slaty cleavage. The orientations of the principal susceptibility axes are found to be in excellent agreement with the orientations of the principal strain directions, determined by X-ray goniometry on one of the samples from almost all of the sites. Correlation of the magnetic susceptibility anisotropy with predicted March strains (March, 1932) shows that the principal magnitudes of susceptibility can be related to those of the strain by:
(for i = 1, 2, 3. The orthogonal principal axes), where χf and χ0 are the final and initial susceptibilities along a given axis i and lf and li are final and initial axial dimensions in the same direction i of a principal strain axis. The exponent a for the North Wales slates was found to be 0.145 ± 0.005. Knowledge of such a relationship may permit rapid approximate determinations of a petrofabric in similar rocks from their magnetic fabrics. However, the exponent a will probably have to be recalibrated for each rock type. 相似文献
17.
A statistical analysis for the Rf/φ method is developed in the paper. The technique provides estimates of Rs, Ri and θ according to Rf and φ. Moreover, we can restore the pattern of initial orientations of marker objects by means of their frequency histogram, provided the strain is homogeneous. It is unnecessary to postulate random initial orientations if the principal directions of strain ellipsoid are known. 相似文献
18.
Wang Yuke Gao Yufeng Li Bing Guo Lin Cai Yuanqiang Mahfouz Ali H. 《Acta Geotechnica》2019,14(5):1379-1401
It is important to be fully aware of the dynamic characteristics of saturated soft clays under complex loading conditions in practice. In this paper, a series of undrained tests for soft clay consolidated with different initial major principal stress direction ξ were conducted by a hollow cylinder apparatus (HCA). The clay samples were subjected to pure principal stress rotation as the magnitudes of the mean total stress p, intermediate principal stress coefficient b, and deviator stress q were all maintained constant. The influences of intermediate principal stress coefficient and initial major principal stress direction on the variation of strain components, generation of pore water pressure, cyclic degradation and non-coaxiality were investigated. The experimental observations indicated that the strain components of specimen were affected by both intermediate principal stress coefficient and initial major principal stress direction. The generation of the pore water pressure was significantly influenced by intermediate principal stress coefficient. However, the generation of pore water pressure was merely influenced by initial major principal stress direction when b?=?0.5. It was also noted that the torsional stress–strain relationships were affected by the number of cycles, and the effect of intermediate principal stress coefficient and initial major principal stress direction on the torsional stress–strain loops were also significant. Stiffness degradation occur under pure principal stress rotation. Anisotropic behavior resulting from the process of inclined consolidation have considerable effects on the strain components and non-coaxial behavior of soft clay.
相似文献19.
William G. Pariseau 《国际地质力学数值与分析法杂志》1985,9(3):277-283
The vibrating wire stress gauge is a borehole device for measuring stress changes in situ. Three gauge arrays are required for determining changes in the secondary principal stresses. Standard data reduction formulae that use the principal axes for reference are in error because of possible changes in the principal directions. Data reduction formulae that allow for such changes and for arbitrary gauge orientations within an array are presented here. This is of considerable practical importance when installing gauges because of scheduling restrictions and hole irregularities that may preclude installation at the planned angles for which data reduction formulae exist. Linearization and thus direct inversion of the resulting system of equations, is achieved in a fixed but otherwise arbitrarily oriented Cartesian system of reference. 相似文献
20.
博格达山地区二叠纪以来构造应力场解析及地质意义 总被引：1，自引：0，他引：1
博格达山是现代地质学研究的一个热点,但是大部分研究都集中在博格达何时隆升,对于其构造应力场的研究较少。作者通过对博格达山地区不同时代地层中岩墙、节理、褶皱和断层等构造进行分期配套以及构造要素测量分析,认为二叠纪以来博格达山及周缘地区具有较强构造变形,构造应力场可划分为3期:二叠纪末期最大主压应力方向为北西西向,可能与后碰撞伸展作用和乌拉尔碰撞带向东挤压的远程效应有关;侏罗纪末-早白垩世最大主压应力为近南北向,与欧亚板块和拉萨地块的碰撞有关;新近纪以来由于印度板块与欧亚板块相互碰撞的远程效应,博格达山地区最大主应力方向为NNE-NE向。这些结果表明,博格达山具有多期次的构造运动,主要受欧亚板块南缘不同时期小陆块碰撞的控制,并且这些构造应力场对周缘盆地油气成藏具有一定影响。 相似文献