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1.
兰州Q4黄土各向异性的初步研究   总被引:1,自引:0,他引:1  
水敏感性和结构性是黄土区别于其他类型土的主要特点,得到了广泛的研究,但大多数试验研究都采用垂直方向制备的试样,仅考虑了黄土垂直方向的力学特性,这对于以承受上部垂直荷载为主的黄土地基基础等工程类型来说是合理和准确的,而对于受力状态较为复杂的边坡和隧道及地下结构等工程类型,黄土力学性质的各向异性可能更为重要。分别从垂直向和水平向制取兰州Q4黄土的原状土试样,通过三轴剪切试验研究了其抗剪强度和变形参数在不同围压下和不同方向上的差异性,并与直剪试验获得的强度参数进行对比。结果表明:兰州Q4黄土力学性质的各向异性是较为显著的,强度方面的差异主要体现在黏聚力,而内摩擦角的差异性较小;变形特征具有随围压增加而从脆性向塑性转化的特点,垂直方向的变形模量比水平方向的变形模量平均要大2倍左右。用黄土的结构性强度及其形成机制解释了试验结果,认为黄土力学性质的各向异性特点是其结构性的另一种表现方式,应重视黄土在不同方向上强度和变形特征的差异性,以获得更安全合理的参数。  相似文献   

2.
西秦岭北缘武山—鸳鸯镇构造带磁组构特征   总被引:2,自引:0,他引:2  
构造与磁组特征揭示出武山-鸳鸯镇构造带为一条复合性断裂带,变形样式表现为花状构造形态。野外及显微构造特征表明,先期韧性变形为右行剪切,发育于中、深构造层次;66个构造岩样品的磁化率椭球形态分析表明,其以平面和压扁应变为主,总体较高的磁化率各向异性度表现了构造带的强变形特征;磁化率椭球主轴方位显示NW和NEE走向两组磁面理的存在,暗示高应变剪切带在平面上可能以共轭或网格状形态出露,锐夹角分线近EW向;高角度磁面理及较为发育的低倾伏角磁线理暗示了沿构造带近EW向的走滑剪切,部分高倾伏角磁线理可能与构造带的挤压和(或)转换挤压相关,而相对集中的磁面理与相对分散的磁线理也表明了构造带的平面及压扁应变体制。强烈的右行转换挤压奠定了西秦岭北缘现今的反"S"型区域构造,表明碰撞造山过程中,西秦岭诸中、小块体一定程度的向西挤逸。中、新生代沿构造带继承性的发育以西秦岭北缘(渭河)断裂为中心的一系列正花状左行走滑构造,构成青藏高原东北边缘物质逃逸及应力释放与调整的重要边界。  相似文献   

3.
通过室内三轴试验,研究了甘肃定西原状Q3黄土的各向异性对于黄土抗剪强度和变形参数的影响。研究结果表明,此种黄土的各向异性对土体力学性质的影响显著。垂直向原状黄土抗剪强度明显高于水平向,随着围压的增大,二者之差明显下降,最终稳定在10%的差值范围内。围压小于100 k Pa时,水平向破坏应变明显大于垂直向,且随着围压逐渐增大二者差值逐渐减小,并在围压高于200 k Pa时,破坏应变达到一致。利用邓肯-张模型对偏差应力实测值与计算值进行差值分析表明,低应变处垂直向与水平向的差值均较大;随着围压增大,差值逐渐减小并最终稳定在±5%差值范围内,且最大偏差应力均符合误差为±5%的范围。无论是垂直样还是水平样,大约在2%应变之前的应力应变曲线都近似为回归系数很高的线性关系,可近似估算不同方向黄土的变形模量,其值分别为130 MPa和85 MPa。  相似文献   

4.
《Gondwana Research》2014,25(3-4):946-957
In addition to crustal thickening, distinctly different mechanisms have been suggested to accommodate the huge convergences caused by the continental collision between India and Eurasia. As the transition zone between the two grand tectonic domains of Asia, the Tethys and the Pacific, east Tibet and its surrounding regions are the ideal places to study continental deformation. Pervasive rock deformation may produce anisotropy on the scale of seismic wavelengths; thus, seismic anisotropy provides insight into the deformation of the crust and mantle beneath tectonically active domains. In this study, we calculated receiver function pairs of radial- and transverse-components at 98 stations located in Sichuan and Yunnan provinces, China. We selected 7423 pairs with high signal-to-noise ratio (SNR) and unambiguous Moho converted Ps phases (Pms) to measure the Pms splitting owing to the crustal anisotropy. Both the crustal thickness and the average crustal Vp/Vs ratio were calculated simultaneously by the Hk stacking method. The geodynamic implications were also investigated in relation to surface geological features, GPS velocities, absolute plate motion (APM), SKS/SKKS splitting, and other seismological observations. In addition to the fast polarization directions (FPDs) of the crustal anisotropy, we observed a conspicuous sharper clockwise rotation around the eastern Himalayan syntaxis than was revealed by GPS velocities. The distributed FPDs within and near the main active fault zones also favored the directions parallel to the faults. This implied that the deformation of a continuous medium revealed by GPS motions is a proxy for the deformation of the brittle shallow crust only, while the main active faults and the deep crustal interiors both play important roles in the deep deformation. Our results suggest that the deformation between the crust and upper mantle within the northernmost section of the Indochina block is decoupled due to the large difference in the directions between the observations related to the crust (GPS and crustal anisotropy) and mantle (APM and mantle anisotropy). Focusing on the transition zone between the plateau and the South China and Indochina blocks, we suggest that the motion of the Central Yunnan sub-block is a southeastward extrusion by way of tectonic escape. There is less deformation in the deep crust and the motion is controlled by the active boundary faults of the Ailaoshan–Red River shear zone to the west and the Xianshuihe–Xiaojiang fault to the east; the lower crustal flow within the plateau southeastward reached the Lijiang–Xiaojinhe fault, but further south it was obstructed by the Central Yunnan sub-block.  相似文献   

5.
软岩长期以来都是工程建设中重点关注的对象,在具有高地应力、高温、高水压等复杂环境特点的川藏铁路廊道更是不可忽视的难题,但目前区域软岩的发育分布特征及其工程效应还未有深入的研究。本文在铁路廊道及邻区地质填图成果的基础上,结合岩体结构调查、岩石回弹测试以及微观分析,发现缝合带对软岩发育有着明显的控制效应。取得如下认识:(1)铁路廊道发育金沙江、澜沧江、怒江及雅鲁藏布江等板块缝合带,受缝合带特殊的构造活动形式与温压条件等影响,泥岩、片岩、板岩等软弱岩石及糜棱岩、碎裂岩和损伤岩带等构造软岩主要分布在缝合带内部及其边界断裂两侧;(2)板块碰撞运动控制了区域岩石建造特征,并造成岩石变形变质和构造损伤,使得岩石力学性质劣化,导致区域内软岩广泛发育;(3)川藏铁路廊道软岩工程地质问题主要有受缝合带控制的软弱岩石区段隧道工程大变形风险较高,隧道工程穿越缝合带活动性边界断裂构造软岩时易出现突水突泥灾害,软岩发育且外动力作用强烈的区段频发的山地灾害将严重威胁地表线路及临辅工程。本研究成果可为川藏铁路廊道软岩工程地质问题的预测及防治提供科学依据,也能为板块碰撞挤压作用下软岩的变形机制和工程防控技术等方面研究奠定基础。  相似文献   

6.
摘要:天山两侧山前新生代构造变形强烈,是研究盆山耦合动力学机制的理想场所。文中在综合分析前人资料基础上,结合作者的野外观测和分析,综述了天山两侧盆山转换部位不同段的新生代构造变形特征,并进行对比分析。结果显示,新生代构造变形在天山南北山前相似性和差异性共存:变形由山体向盆地扩展,时间逐渐变新;但是南侧比北侧变形起始时间早,地壳缩短量和缩短率大。在东西方向上新生代构造变形也存在明显的分段相似性特征,整体上显示出斜方对称的变形图像:东天山博格达山前为基底式逆冲推覆,南侧为走滑变形;中天山南北两侧为多排子的褶皱 逆冲推覆构造,西天山南侧也为基底式的逆冲推覆,北侧为走滑变形。综合前人研究,认为印度和亚洲大陆的碰撞及其随后陆陆汇聚作用的远程效应,是形成天山两侧山前新生代构造变形在南北方向上相似性和差异性的主要原因;而天山山体内部先存的相对刚性地块和大型断裂,则导致了新生代构造变形的东西向分段差异性和斜方对称的特征。  相似文献   

7.
周鹏哲  高锐  叶卓 《地学前缘》2022,29(4):265-277
青藏高原的隆升由印度-欧亚板块的碰撞而驱动,其生长演化,特别是从内到外的扩展机制仍尚存争议。祁连山地处青藏高原向东北扩展的前缘位置,其地壳结构与各向异性对于理解青藏高原向北扩展的生长机制具有重要意义。祁连山中部是青藏高原东北缘地壳遭受挤压强烈变形的区域,已有的研究已经揭示出地壳内部非耦合不均匀变形的几何行为,揭露其对应机制是亟待探索的前沿科学问题。此前该区域的各向异性研究大多基于面状台网数据,台站间距大,无法反映横跨祁连山地壳各向异性的精细变化。为此,本研究选用一条密集线性地震台阵,使用H-κ-c叠加方法,得到了横过祁连山中部的地壳厚度,泊松比以及地壳各向异性的横向变化。结果显示,在中祁连以及南祁连北部地壳厚度最大,平均泊松比最低,反映了地壳加厚过程中铁镁质下地壳的丢失以及长英质中上地壳的水平缩短。此外,偏长英质成分的泊松比值也不支持地壳流在该区域存在。在祁连山内部,地壳各向异性快波的偏振方向与地壳向外扩展方向一致,而与地幔各向异性快波方向近垂直,揭示了壳幔变形可能是解耦的。而在地壳较薄的南祁连和北祁连南部区域,快波方向与古缝合线的走向一致,说明早古生代的构造格局仍对现今的祁连山缩短隆升产生影响。  相似文献   

8.
We present new paleomagnetic data on Carboniferous volcano-sedimentary rocks from a section located in the northern part of Zaysan Depression (Narym Zone, Eastern Kazakhstan) which are transformed by shear deformation to different degrees. These data suggest that rocks which have experienced shear acquire magnetization whose orientation coincides with the deformation surface (e.g. cleavage etc.). Moreover, it is shown that in steeply inclined strata deformational processes resulted in the shallowing of inclination of the paleomagnetic vectors in stratigraphic coordinates so that finally the characteristic directions may be completely reoriented parallel to the bedding surface. No noticeable mechanical reorientation of mineral grains was observed in deformed rocks both with old paleomagnetic directions deflected away from the original position and with new paleomagnetic directions acquired due to deformation as well (brittle deformation).  相似文献   

9.
Recent interpretations of upper continental mantle seismic anisotropy observations have often relied on fabric measurements and calculated anisotropies of upper mantle xenoliths. Seismic ray paths of P and S waves, which provide information on azimuthal compressional wave anisotropy and shear wave splitting, are tens to hundreds of kilometers, whereas, xenoliths are usually only a few centimeters in diameter. To place better constraints on field-based anisotropy observations and to evaluate anisotropy information provided by xenoliths, it is important to examine anisotropy in large ultramafic massifs which have originated in the upper mantle. One such massif is the Twin Sisters Range located in the western portion of the North Cascades of Washington State, USA. The Twin Sisters massif, a slab of unaltered dunite, is 16 km in length, 6 km in width and 3 km thick. Exposed along its south and west sides are mafic granulite facies rocks, which likely represent lower continental crustal fragments. The ultramafic rocks are porphyroclastic in texture, consisting of strained, flattened porphyroclasts of olivine and enstatite and strain-free olivine mosaics. Olivine fabrics are typical of those formed at high temperatures and low strain rates. Petrofabrics and calculated anisotropies of individual samples vary throughout the massif, however, overall anisotropy of the body is significant, with maximum P and S waves anisotropies of 5.4% and 3.9%, respectively. The maximum delay time for split shear waves traveling through a 100-km-thick slab is 0.8 s and two directions of shear wave singularity are observed. The directions of maximum shear wave splitting and shear wave singularities do not coincide with the directions of maximum and minimum compressional wave velocity. In general, individual hand samples show significantly higher anisotropy than the overall anisotropy of the massif. It is concluded that simple averages of xenolith anisotropies are unreliable for use in the interpretation of field anisotropy observations.  相似文献   

10.
针对黄土隧道开挖过程中不同部位(拱顶或拱腰)处围岩表现出的变形及强度各向异性情况,以宝鸡-兰州客运专线王家沟隧道原状黄土为例,着重探讨原状黄土结构强度各向异性问题。分别取王家沟隧道原状黄土水平与竖直方向进行抗剪、无侧限抗压及抗拉强度试验研究,考虑结构性对各向异性的影响,并对王家沟原状黄土进行电镜扫描,从微观结构上分析原状黄土具有各向异性的原因,最后探讨了原位状态下黄土各向异性的发生机制。结果表明:水平与竖直向应变比随围压的增大而减小,随归一化偏差应力的增大先增大后减小,峰值点随归一化偏差应力呈幂函数递增。提出原状黄土结构强度各向异性几何模型,并给出原状黄土各向异性强度参数指标。  相似文献   

11.
地震波各向异性日益成为不可忽视的地质地球物理现象。地球内部不同圈层(地壳、地幔和地核)都存在着地震波各向异性,并表现为不同的规模(小到单矿物和岩石,大到地体甚至上地幔)和强度。通过地震波各向异性可以间接获取岩石圈厚度、地球深部结构与构造变形、地球动力学和地幔对流等信息。主要从地震波各向异性的表现形式、原因及地质地球物理意义等方面对近年来大洋俯冲带、大陆裂谷、地幔转换带和大陆碰撞造山带(青藏高原)等构造环境中的研究成果进行了评述,讨论了各向异性[JP2]研究中需要重视的几个问题:①剪切波分辨率;②矿物组构研究;③其它各向异性成因机制。还强调了各向异性研究与流变学、高温高压岩石物理实验相结合的新方向。  相似文献   

12.
南北构造带北段位于青藏高原东北缘及其向北东方向扩展的区域,其岩石圈变形特征对于探讨青藏高原东北缘变形机制及其扩展范围具有非常关键的意义。地震波各向异性能很好地反映上地幔的变形特征。因此,本文对布设在南北构造带北段的流动地震台站记录的远震波形资料进行S波分裂研究,获得了研究区上地幔各向异性图像以及该区岩石圈地幔的变形特征信息。S波分裂研究结果表明,研究区地震波各向异性来自于上地幔,区内不同构造单元上地幔各向异性方向不尽相同。快波方向分布显示,青藏高原东北缘,鄂尔多斯西缘以及贺兰构造带北段的快波方向主要表现为NW-SE向,与前人在银川地堑和贺兰构造带中、北部得到的NW-SE向的上地幔各向异性方向一致,显示这些地区岩石圈地幔变形一致,该结果表明青藏高原东北缘向北东方向扩展的影响范围已到达贺兰构造带北段。阿拉善地块内部快波方向显示为NE-SW向,与阿拉善地块北部存在的北东向展布的晚古生代岩浆岩方向一致,表明该NE-SW向的快波方向可能代表地是“化石”各向异性,是晚古生代阿拉善地块受到古亚洲洋闭合作用的结果。此外,鄂尔多斯地块内也存在NE-SW向的各向异性方向,与区内中-晚侏罗世存在的NE-SW向逆冲推覆构造方向一致,因此该各向异性方向也代表了“化石”各向异性,是鄂尔多斯地块受到古特提斯构造域的块体碰撞、古太平洋板块北西向俯冲以及西伯利亚板块向南俯冲共同作用的结果。  相似文献   

13.
This paper examines the geological implications of an analysis of constraints on the orientation of fold axes in orthotropic materials. We argue that rocks with penetrative linear and planar shape fabrics may have orthotropic (anisotropic) properties during deformation. Two forms of anisotropy (rheological and structural) could be potentially important in the control of fold axial directions. We discuss a model of deformation of rocks with linear/planar fabrics where, in a single deformation event, major fold axes need not be parallel to minor fold axes and neither need be perpendicular to the principal compressive stress direction. Geological and model examples of anistropic control on fold axial directions are given.  相似文献   

14.
The Helvetic nappes of western Switzerland are discussed as an example of an arcuate foreland fold- and thrust belt in which active fold-axis parallel stretching occurred. Fold-axis parallel extension is recorded by:

1. (1) Incremental strain data from pressure shadow fibres. The significance of pressure shadow fibres for the determination of the deformation history of a region is discussed. Pressure shadows are used to quantify the amount of, and to describe the distribution of fold-axis parallel extension occurring in the Helvetic nappes.

2. (2) The extension directions of conjugate systems of en échelon veins. It is shown that an analysis of the geometry of conjugate vein systems can reveal a regional deformation pattern. The relative age of the conjugate en échelon vein systems in the Helvetic deformation history can be assessed, the geometry of the conjugate sets relative to the local anisotropy plane is described, and the significance of the preferred orientation of their extension directions is discussed.

3. (3) Fold-axis parallel sections. A comparison of the regional distribution of the fold-axis parallel strain with the shape of the Helvetic nappes in fold-axis parallel sections shows that the fold-axis parallel strain cannot be related to the footwall topography of the nappes.

It is concluded that the fold-axis parallel extension in the Helvetic nappes was induced by a change of direction of overthrust shear. This change occurred late in the deformation history and was superposed on the already formed nappes. The changing direction of overthrust shear is the expression of an overall anticlockwise rotation going on in the overthrusting Alpine nappe pile, relative to the European plate, a rotation which lead to the arcuate shape of the Western Alps.  相似文献   


15.
西昆仑山前晚新生代沉积岩磁组构及构造意义   总被引:3,自引:1,他引:3  
西昆仑山前晚新生代沉积岩磁组构特征表明,沉积岩原生磁组构受后期构造活动改变。磁组构测试结果表明晚新生代沉积岩生较明显变形,岩石磁化率椭球体指示磁面理较发育,反映岩石受压扁型变形为主。磁化率椭球体最小轴方向为NW,指示该区最大主压应力为NW,与区域构造分析结果相一致。  相似文献   

16.
Soil is a heterogeneous material and most natural soil deposits show a definite stratification. The mechanical behaviour of such material is generally different in different directions, especially in the direction parallel and perpendicular to the stratification. A series of isotropic compression tests were carried out to study the behavior of granular material produced under controlled stratification in the laboratory. These tests were conducted both on cylindrical and square prismatic tri-axial specimens. It was observed that for hydrostatic loading, the strain response was different in different directions, especially in directions parallel and perpendicular to the direction of soil deposition. A definite trend of anisotropy was observed in the deformation pattern. The observed anisotropy is modeled in this paper by treating soil-dilatancy as a variable quantity. The equation of the plastic potential surface of the model which obeys a non-associated flow rule, is assumed to be dependent on three main variables confining pressure (\(\sigma_{3}\)), void ratio (e) and the angle of bedding plane orientation (δ) during deposition. The angle of bedding plane orientation (δ) was measured with respect to the direction of the major principal stress. The model has a cap yield surface in the isotropic stress direction, which is supplemented by a shear hardening Mohr–Coulomb surface in the deviator direction. This paper focuses on predicting the anisotropic strain response of stratified soil deposits subjected to isotropic compression. The proposed anisotropic model incorporates within an existing strain-hardening sand model, a modified cap yield surface and a modified plastic potential function related to the cap surface, to account for the anistropic response observed in isotropic compression tests. The two dimensional stress–strain model was extended to three dimensional Cartesian space. The strain anisotropy observed in the isotropic compression tests was predicted by the three dimensional anisotropic model proposed for granular materials.  相似文献   

17.
This paper uses two-dimensional boundary element method (BEM) numerical modeling to analyze the deformation and failure behavior of a coal seam and to understand the nature of gas flow into a roadway entering the Barapukuria coal mine in Bangladesh. The Barapukuria basin contains Permian-aged Gondwana coals with high volatile B bituminous rank. Three models (A, B, and C) are presented here. Model A assumes horseshoe-shaped geometry, model B assumes trapezoid-shaped geometry, and model C assumes horseshoe-shaped geometry coupled with a roof fall-induced cave generated by the break-up of rock materials along the vertical dimension of an igneous dyke. The simulation results show that there is little difference in strata deformation between models A and B. In model A, there is no horizontal tensional stress and the overall horizontal stress patterns are compressive, while the distribution and magnitude of vertical stress show higher tensional stresses on the immediate rib sides and floor. In model B, both horizontal and vertical stress distributions indicate low to medium tensional stresses on the immediate roof, floor, and rib sides, but compressive stresses are prominent toward the interior of the coal seam. Deformation vectors indicate that failure extends laterally to about 7.5 m around the excavation geometry.On the contrary, for model C, the distributions and magnitudes of horizontal and vertical stress show higher tensional stresses in both rib sides of the roof fall zone. The deformation around the dyke-induced perturbation zone affects a large volume of coal. The deformation vectors with high magnitudes are nearly horizontal and propagate laterally up to 30 m; whereas, low-magnitude deformation vectors extend about 25 m toward the roof and 20 m toward the floor. The vertical tensional displacement, which is concentrated in the floor and the left and right hand sides of the roof, propagates about 30 m on both sides and about 22 m in the floor. From these simulation results, it is thought that the extension of the dyke-induced perturbation zone toward the roof, floor, and rib sides of the entry roadway initially creates small tensional cracks that gradually grow into large-scale tensional features. These features could also be responsible for high concentrations of gas, which are emitted into the mine from fractured coals due to insufficient mine ventilation and low atmospheric pressure.  相似文献   

18.
晚更新世黄土渗透性的各向异性及其机制研究   总被引:3,自引:0,他引:3  
梁燕  邢鲜丽  李同录  徐平  刘树林 《岩土力学》2012,33(5):1313-1318
非饱和黄土的渗透性是非饱和黄土性质的重要组成部分。研究黄土不同方向的渗透性对确定其湿陷范围和由于水的渗透引起的黄土滑坡具有很重要的理论意义。研究了黄土渗透性的各向异性特征及其机制。以具有明显各向异性的西安Q3原状黄土为研究对象,用TEN型张力计测量了黄土试样不同方向的、不同含水率下的吸力;用变水头渗透试验测量了黄土竖直和水平方向的饱和渗透系数。结果表明,当体积含水率在23%~41%时,张力计沿不同方向插入土样所测吸力相差不大;竖直方向的饱和渗透系数是水平方向的4.02倍。在吸力测量的基础上,根据土-水特征曲线,确定了竖直和水平方向的非饱和黄土的渗透系数。得出在黄土不同方向,随着吸力的增大或减小,渗透系数减小或增大;竖直方向的渗透系数普遍地大于水平方向的渗透系数;当吸力小于57 kPa时,随着吸力的增大,竖向渗透系数与水平向渗透系数的差值减小。通过观测黄土的结构,得出黄土结构对其渗透性有重要影响。  相似文献   

19.
西藏阿里雅鲁藏布江缝合带韧性剪切带的磁组构特征   总被引:1,自引:0,他引:1  
应用磁组构测量方法,厘定、划分了札达地区印度河—雅鲁藏布江缝合带内的韧性剪切带,两条强韧性带分别位于缝合带北缘和南缘,均具有南盘(下盘)俯冲、平面右旋扭动运动特征和压扁型应变特征。韧性剪切发生于65Ma以前,它们应是印—欧两大板块俯冲-碰撞剪切应变产物,是板块缝合带的重要组成部分。  相似文献   

20.
CENOZOIC COLLISIONAL DEFORMATION AND LITHOSPHERE TECTONIC EVOLUTION OF THE EASTERN HIMALAYAN SYNTAXIS1 DingLin ,ZhongDalai,Metamorphiccharacteristicsandgeotectonicimplicationsofthehigh pressuregranulitesfromNam jagbarwa,EasternTibet[J].ScienceinChina ,1999,42 (5 ) :491~ 5 0 5 .TheNationalNaturalSciencesFoundationofChina (No .49732 10 0 )andNationalKeyProject (No . 19980 40 80 0 )forBasicResearchofTibet…  相似文献   

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