共查询到20条相似文献，搜索用时 31 毫秒
1.
水力压裂作为一种改造储层渗透性、压裂增产的技术,对页岩气开采具有重要意义。为研究射孔附近水力压裂过程中页岩各向异性特征对破裂压力及裂缝扩展的影响规律,开展了单轴试验条件下不同层理角度的页岩水力压裂试验。研究表明:页岩的破裂压力存在明显的各向异性,破裂压力随层理角度的分布曲线呈U型分布,其中0°和90°破裂压力最大,30°最小;页岩的破裂形态主要有两种,一种为沿着最大主应力方向即竖直方向起裂并延伸,另一种模式为裂缝先沿着最大主应力方向起裂并延伸,延伸过程中直接穿过层理面,随后渐渐转向为沿层理面方向扩展;破裂机制则包括拉张破坏和拉张剪切混合破坏。研究结果对于深入了解页岩裂缝起裂和延伸机理、水力压裂施工设计等具有重要的意义。 相似文献
2.
A virtual multidimensional internal bond (VMIB) model developed to simulate the propagation of hydraulic fractures using the finite‐element method is formulated within the framework of the virtual internal bond theory (VIB) that considers a solid as randomized material particles in the micro scale, and derives the macro constitutive relation from the cohesive law between the material particles with an implicit fracture criterion. Hydraulic pressure is applied using a new scheme that enables simulation of hydraulically driven cracks. When the model is applied to study hydraulic fracture propagation in the presence of a natural fracture, the results show the method to be very effective. It shows that although the in situ stress ratio is the dominant factor governing the propagation direction, a natural fault can also strongly influence the hydraulic fracture behavior. This influence is conditioned by the shear stiffness of the fault and the distance to the original hydraulic fracture. The model results show that when the fault is strong in shear, its impact on hydraulic fracture trajectory is weak and the hydraulic fracture will likely penetrate the fault. For a weak fault, however, the fracture tends to be arrested at the natural fault. The distance between the fault and the hydraulic fracture is also important; the fault influence increases with decreasing distance. The VMIB does not require selection of a fracture criterion and remeshing when the fracture propagates. Therefore, it is advantageous for modeling fracture initiation and propagation in naturally fractured rock. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
3.
A. A. Giwelli A. Gumati K. Sakaguchi K. Matsuki 《Geotechnical and Geological Engineering》2014,32(3):673-686
The effects of the fracture scale (size) and normal stress on the shear behavior of a fracture were investigated in direct shear rig using mortar fracture replicas of different sizes (100–200 mm), which were reproduced from a tensile fracture created in granite. Monotonic shear loading was applied at normal stresses of 0.3 and 1 MPa for shear displacements of 2 and 20 mm. The change in surface topography was measured by using a profile measurement system with a laser profilometer to determine the changes in surface damage and the aperture during shear. Additionally, the effect of gouge material on the non-linearity of the closure curve during shear was investigated. The results show that the standard deviation of the initial aperture during shear increases not only with scale but also with the normal stress, since the matedness decreases due to the fact that asperities are more damaged with normal stress, and accordingly, the non-linearity in the closure curve during shear increases with normal stress. The results also show that the non-linearity of the closure curve during shear increases with the presence of gouge material/debris that is produced in the shearing process. This is mainly because gouge is soft and easily deforms under the application of normal stress. Moreover, gouge material is distributed non-uniformly around the contact areas. Thus, the normal stiffness during shear decreases not only with a decrease in the matedness between the surfaces, but also with the presence of gouge material. 相似文献
4.
Modes of extensional tectonics 总被引：2，自引：0，他引：2
Although hundreds of papers have been devoted to the geometric and kinematic analysis of compressional tectonic regimes, surprisingly little has been written about the details of large-scale strain in extended areas. We attempt, by means of quantitative theoretical analysis guided by real geological examples, to establish some ground rules for interpreting extensional phenomena. We have found that large, very low-angle normal faults dominate highly extended terranes, and that both listric and planar normal faults are common components of their hanging walls. The very low-angle normal faults may have displacements from a few kilometres up to several tens of kilometres and we regard their hanging walls as extensional allochthons, analogous (but with opposite sense of movement) to thrust-fault allochthons. Differential tilt between imbricate fault blocks suggests listric geometry at depth, whereas uniformly tilted blocks are more likely to be bounded by planar faults. The tilt direction of imbricate normal-fault blocks within large extensional allochthons is commonly away from the transport direction of these sheets, but in many cases tilts are in the same direction as transport, thus limiting the usefulness of the direction of tilting as a transport indicator. The presence of chaos structure, a structural style widely recognised in the Basin and Range Province, implies large scale simple shear on very low-angle normal faults and does not necessarily form as a result of listric faulting. 相似文献
5.
《Journal of Structural Geology》1999,21(8-9):1049-1055
One model for the development of hybrid shear fractures is transitional–tensile fracture propagation, a process described as the in-plane propagation of a crack subject to a shear traction while held open by a tensile normal stress. Presumably, such propagation leads to a brittle structure that is the hybrid of a joint and a shear fracture. Crack–seal veins with oblique fibers are possible candidates. While these veins clearly show shear offset, this is not conclusive evidence that a shear traction was present at the time of initial crack propagation. Many recent structural geology textbooks use a parabolic Coulomb–Mohr failure envelope to explain the mechanics of transitional–tensile fracturing. However, the laboratory experiments cited as demonstrating transitional–tensile behavior fail to produce the fracture orientation predicted by a parabolic failure envelope. Additional attempts at verification include field examples of conjugate joint sets with small acute angles, but these conjugate joints form neither simultaneously nor in the stress field required by the transitional–tensile model. Finally, linear elastic fracture mechanics provides strong theoretical grounds for rejecting the notion that individual cracks propagate in their own plane when subject to a shear traction. These observations suggest that transitional–tensile fracture propagation is unlikely to occur in homogeneous, isotropic rock, and that it is not explained by a parabolic Coulomb–Mohr failure envelope as several recent structural geology textbooks have suggested. 相似文献
6.
裂纹扩展方向的确定对分析岩桥破坏机制和岩体抗剪强度参数具有重要意义。首先以断裂力学观点推导了复杂应力条件下裂纹尖端应力分布函数的表达式,以节理岩体尖端的扩展裂纹可分为张拉裂纹和剪切裂纹为前提,基于Griffith破坏判据,提出了张拉裂纹扩展方向(张裂角)的计算公式;基于Mohr-Coulomb判据,提出了剪裂纹扩展方向(剪裂角)的计算公式。通过新判据与试验和其他判据的结果对比表明,该判据能准确判断张拉裂纹扩展方向,而剪裂角的扩展方向有待进一步试验验证。分析表明:在单向拉应力作用下,张裂纹扩展方向均有偏向于最大主应力方向的趋势,张裂纹与最大主应力夹角小于15°;双向拉应力作用下,随着微裂纹倾角变大,张裂纹有远离最大主应力方向的趋势;单轴压缩作用下,张裂角随裂纹倾角的增加而减小,而两者的和为先减小后增加。 相似文献
7.
铲(犁)式断裂控油模式概析 总被引：1，自引：1，他引：0
以塔里木北部油田轮台先逆后正铲式断裂为例,分析了断裂力学性质转化过程中发出的一系列地质现象指出由压性转为张性时,断裂为油气通道;从张性转为扭性时,断裂则封堵油气,并导生逆牵引背斜捕获油气、断裂两盘的上覆沉积层保存油气的控油成藏模式。这一模式同样适用于中国东部正断层控油区。 相似文献
8.
《Journal of Structural Geology》1988,10(3):239-247
Displacement gradients on single fault surfaces are a function of the maximum displacement on a fault and the dimensions of the fault surface. Data on the maximum lateral dimensions (widths) and maximum displacements on normal faults and thrusts, with maximum displacements from 4 mm to 40 km, are used to derive an expression relating width, displacement and material properties. The basis of this expression is a fault growth model in which width is proportional to the square root of displacement. Width/displacement ratios vary systematically with the size of a fault from values of ca 30,000, which are characteristic of a single slip event, to about 10 in the case of thrusts with displacements of 40 km. Rocks from which the fault data are derived have a likely range of shear moduli from ca 0.1 to ca 30 GPa, which is sufficient to account for the range of data.Data on widths and maximum displacements of 308 fault traces recorded on British coalmine plans are shown to be consistent with variation of shear modulus of about half an order of magnitude. Data on 58 further fault traces are shown to be consistent with the fault growth model. Synsedimentary faults may have growth curves characteristically different from those of other faults.It is suggested that the increase in dimensions of a fault is a postseismic process of subcritical crack propagation for which the significant material property is fracture toughness. 相似文献
9.
Ground deformation due to faulting can cause serious damage to buildings and structures. Much attention has been devoted to understanding fault rupture propagation in uncemented soil. However, the effects of a pre-existing fracture in cemented soil on surface fault ruptures are not fully understood. This paper describes a numerical parametric study to investigate the mechanism of normal fault rupture propagation through cemented clay. Special attention was paid to the effect of the location (or tip depth) of a pre-existing fracture on the mechanism. The numerical model and model parameters adopted were verified through two centrifuge model tests. The results show that a zone of influence consisting of a tensile failure zone and a differential settlement zone was induced by normal faulting in cemented clay both with and without a pre-existing fracture. The width of this zone of influence increased with the tip depth of the pre-existing fracture. The effects of the tip depth of a pre-existing fracture on the width of the zone of influence were more significant when the tip was located at a shallow depth. 相似文献
10.
Metamorphic core complexes are usually thought to be associated with regional crustal extension and crustal thinning, where deep crustal material is exhumed along gently dipping normal shear zones oblique to the regional extension direction. We present a new mechanism whereby metamorphic core complexes can be exhumed along crustal‐scale strike‐slip fault systems that accommodated crustal shortening. The Qazaz metamorphic dome in Saudi Arabia was exhumed along a gently dipping jog in a crustal‐scale vertical strike‐slip fault zone that caused more than 25 km of exhumation of lower crustal rocks by 30 km of lateral motion. Subsequently, the complex was transected by a branch of the strike‐slip fault zone, and the segments were separated by another 30 km of lateral motion. Strike‐slip core complexes like the Qazaz Dome may be common and may have an important local effect on crustal strength. 相似文献
11.
上拱力构造背景下形成的正断裂及断裂极限应力状态研究在构造解释和油气运移成藏中具有重要的意义。在抛物线型莫尔包络线理论的基础上,通过合理的假设和数学推导以及理论模拟,进一步探讨上拱力构造背景影响下形成的正断裂剖面形态和断裂的极限应力状态,并定量给出函数表达式。研究结果表明,断裂在均质岩体中由浅到深,倾角从竖直开始由大变小,呈铲状断裂,而变化的速率只与地层物性有关,泥岩比砂岩变化快。断裂分布的深度与上拱力的大小成一次线性关系,上拱力越大,断裂分布越浅。砂泥岩互层地层中发育有典型的坡坪式正断裂。研究结果不仅与普遍认识相一致,而且可以进一步在实际应用中预测断裂的存在,定量解释断裂形态,求取上拱力和断裂极限应力状态。 相似文献
12.
We have conducted dynamic rupture propagation experiments to establish the relations between in-source stress drop, fracture energy and the resulting particle velocity during slip of an unconfined 2 m long laboratory fault at normal stresses between 4 and 8 MPa. To produce high fracture energy in the source we use a rough fault that has a large slip weakening distance. An artifact of the high fracture energy is that the nucleation zone is large such that precursory slip reduces fault strength over a large fraction of the total fault length prior to dynamic rupture, making the initial stress non-uniform. Shear stress, particle velocity, fault slip and acceleration were recorded coseismically at multiple locations along strike and at small fault-normal distances. Stress drop increases weakly with normal stress. Average slip rate depends linearly on the fault strength loss and on static stress drop, both with a nonzero intercept. A minimum fracture energy of 1.8 J/m2 and a linear slip weakening distance of 33 μm are inferred from the intercept. The large slip weakening distance also affects the average slip rate which is reduced by in-source energy dissipation from on-fault fracture energy.Because of the low normal stress and small per event slip (∼86 μm), no thermal weakening such as melting or pore fluid pressurization occurs in these experiments. Despite the relatively high fracture energy, and the very low heat production, energy partitioning during these laboratory earthquakes is very similar to typical earthquake source properties. The product of fracture energy and fault area is larger than the radiated energy. Seismic efficiency is low at ∼2%. The ratio of apparent stress to static stress drop is ∼27%, consistent with measured overshoot. The fracture efficiency is ∼33%. The static and dynamic stress drops when extrapolated to crustal stresses are 2–7.3 MPa and in the range of typical earthquake stress drops. As the relatively high fracture energy reduces the slip velocities in these experiments, the extrapolated average particle velocities for crustal stresses are 0.18–0.6 m/s. That these experiments are consistent with typical earthquake source properties suggests, albeit indirectly, that thermal weakening mechanisms such as thermal pressurization and melting which lead to near complete stress drops, dominate earthquake source properties only for exceptional events unless crustal stresses are low. 相似文献
13.
海原-六盘山断裂是青藏高原东北缘的大型边界断裂带,是中国大陆典型的地震危险区。地壳构造加载特征的定量研究有助于分析区域孕震环境,参考青藏高原东北缘GPS形变和岩石圈精细结构等资料,本文建立海原-六盘山断裂带周缘的三维岩石圈分层模型,分析现今构造加载作用下区域地壳形变和应力演化特征。数值计算结果显示:青藏高原东北缘现今处于以北东-南西向的水平挤压为主导和北西-南东向的水平引张的变形特征。青藏高原东北缘中-下地壳流变性质影响上覆脆性地壳应力环境,中地壳较低粘滞系数对应的模型地壳应力计算值与研究区实际地壳应力场相近。海原断裂中-西段构造加载作用显著,具有相对较高的库仑应力积累和最大剪应力分布;而六盘山断裂周缘地壳应力和最大剪应力小于海原断裂带。构造应力积累的空间分布差异说明六盘山断裂具有较弱的构造孕震环境,而研究区走滑型断裂的孕震加载作用显著。尽管六盘山处于较低的应力状态,但仍不能轻易忽视其长期存在的强震空区所暗示的发震潜力。 相似文献
14.
A two-dimensional brittle creep model for rock provides insight into the initiation of shear fracture along weak discontinuities in rock. The model accounts for material heterogeneity and introduces the concept of a mesoscopic renormalization to capture the cooperative interaction between cracks in the transition from distributed to localized damage. A series of shear creep tests on rock with discontinuities were performed to simulate the initiation and propagation of crack along a pre-existing weakness under sustained shear stress and normal stress. The investigation showed that shear stress level and the normal stress level might have significant effect on the long-term behavior of rock with weak discontinuities. Moreover, a case study of rock slope instability was also investigated, where the numerically simulated instability failure of rock slope with discontinuities showed that both tensile and shear damage at the weakest elements are the trigger for the failure surface initiation in the rock slope. Once damage occurs, redistributed stress concentrations would then intensify fracture propagation and coalescence within these damage zones, leading to the progressive development of a failure surface. Moreover, failure surface extending is not only dominated by the properties and the position of discontinuities but also influenced remarkably by the complex interaction between existing discontinuities and fracture propagation. The results are of general interest because they can be applied to the investigation of time-dependent instability in rock masses, to the mitigation of associated rock hazards in rock engineering, and even to a better understanding of the physical phenomena governing the stability of rock slope. 相似文献
15.
Experimental and Numerical Studies on Determination of Indirect Tensile Strength of Rocks 总被引：4，自引：2，他引：2
Nazife Erarslan Zheng Zhao Liang David John Williams 《Rock Mechanics and Rock Engineering》2012,45(5):739-751
Indirect tension tests using Brisbane tuff Brazilian disc specimens under standard Brazilian jaws and various loading arcs were performed. The standard Brazilian indirect tensile tests caused catastrophic, crushing failure of the disc specimens, rather than the expected tensile splitting failure initiated by a central crack. This led to an investigation of the fracturing of Brazilian disc specimens and the existing indirect tensile Brazilian test using steel loading arcs with different angles. The results showed that the ultimate failure load increased with increasing loading arc angles. With no international standard for determining indirect tensile strength of rocks under diametral load, numerical modelling and analytical solutions were undertaken. Numerical simulations using RFPA2D software were conducted with a heterogeneous material model. The results predicted tensile stress in the discs and visually reproduced the progressive fracture process. It was concluded that standard Brazilian jaws cause catastrophic, crushing failure of the disc specimens instead of producing a central splitting crack. The experimental and numerical results showed that 20° and 30° loading arcs result in diametral splitting fractures starting at the disc centre. Moreover, intrinsic material properties (e.g. fracture toughness) may be used to propose the best loading configuration to determine the indirect tensile strength of rocks. Here, by using numerical outcomes and empirical relationships between fracture toughness and tensile strength, the best loading geometry to obtain the most accurate indirect tensile strength of rocks was the 2α?=?30° loading arc. 相似文献
16.
《Journal of Structural Geology》1987,9(7):789-795
In cross-sections containing listric extensional faults, area balancing techniques for depth to décollement are usually based on either bed length conservation or displacement conservation. Listric fault geometry may be constructed from a hangingwall roll-over profile using the ‘Chevron construction’. This construction, based on conservation of heave, necessitates a reduction in fault displacement with decreasing fault dip. A modification of this construction utilizing conservation of fault displacement predicts a listric fault that detaches at a shallower depth. A new construction based on slip lines uses fault-perpendicular displacement segments to generate listric fault shape. Fault propagation strain may be responsible for anomalous hangingwall geometries, and these can be predicted by forward modelling using either a modified Chevron construction or a slip-line construction. 相似文献
17.
The 2009 L'Aquila sequence activated a normal fault system 50 km long in the Central Apennines, composed of two main NW-trending faults 12–16 km long: the main high angle L'Aquila segment and the Campotosto listric fault.The MW 6.1 L'Aquila mainshock nucleated on the Paganica fault at a depth of ∼8.6 km and cut through the upper crust producing coseismic surface slip of up to 10 cm observed along a strike length of ∼13 km. Analysis of historical seismicity and data collected in paleo-seismological trenches suggest that this event filled a >500-year gap. In contrast, the blind Campotosto listric fault is composed of different fault segments displaying abrupt changes in dip at a depth where major events nucleate suggesting a rheological and geometrical control on stress concentration.A foreshock sequence that started around 4 months before the L'Aquila mainshock activated the deepest portion of the Paganica fault and marked the onset of large variations in elastic properties of the crustal volume. The variations have been modelled in terms of dilatancy and diffusion processes, corroborating the hypothesis that fluids play a key role in the nucleation process of extensional faults in the crust. 相似文献
18.
19.
鄂尔多斯地块南缘地应力测量研究 总被引：2，自引：2，他引：0
利用水压致裂法得到的地应力测试数据对鄂尔多斯地块南缘地壳浅部地应力分布规律及断层活动性进行研究。结果表明:（1）两个水平主应力随深度线性增长,应力梯度分别为0.032和0.021,在测量深度域内水平和垂直应力的关系为SH > Sh > SV,该应力状态有利于断层发生逆断层活动,与1556年华山大地震的发震正断层的性质不同;（2）研究区的最大水平主应力方向为北南-北北西向,与区域速度矢量场方向一致,与其他资料解译的区域构造应力方向有一些差异,主要是受鄂尔多斯地块周缘断层活动的影响;（3）利用Mohr-Coulomb准则及Byerlee定律,摩擦系数取0.6~1.0,对研究区的地应力状态进行分析,发现鄂尔多斯地块南缘的测点未达到或超过地壳破裂极限状态,不存在断层失稳或地震等其他形式的地壳活动,处于较稳定地壳应力状态;（4）实测数据为该区补充了新的地应力测量资料,研究结果为该区工程设计及建设、构造应力场数值模拟提供了边界条件,对于该区地质灾害评价、地壳稳定性以及大陆动力学的研究具有重要意义。 相似文献
20.
经典断裂判据在分析岩石起裂角度及强度时,往往只选择裂尖应力场展开式中的r1/2奇异应力项,而将高阶的O(r1/2)项以及非奇异应力项（T应力）忽略,造成理论预测并不能完全吻合实际的试验结果。在充分考虑非奇异应力项对裂纹扩展影响作用的基础上,利用最大周向应力判据重新研究了岩石类材料脆性破坏的I、II及I-II复合型裂纹扩展。研究结果表明：（1）纯I型裂纹状态下,T应力为负时（压缩）,裂纹的扩展是稳定的;而当T 应力为正时（拉伸）,只有当 ,裂纹才沿着裂纹方向扩展（经典断裂判据所预测的方向）,而其他情况下裂纹的扩展将发生偏转;（2）纯II型裂纹时,不仅沿着裂纹方向的T应力影响起裂角度及强度,垂直裂纹面上的N应力也同样具有重要的影响作用;（3）对I-II型裂纹而言,修正后的最大周向应力准则与试验结果吻合良好,且正的T应力增大开裂角,而负的T应力降低开裂角。通过控制T应力的大小,可以对裂纹扩展方向加以控制,从而使得裂纹扩展偏离最危险的方向,最大地限度阻止或延缓结构整体断裂的发生。 相似文献