CH2-06: Paleostress Analysis of Deformation-Induced Microstructures
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
The Role of Pressure Solution Seam and Joint Assemblages In
THE ROLE OF PRESSURE SOLUTION SEAM AND JOINT ASSEMBLAGES IN THE FORMATION OF STRIKE-SLIP AND THRUST FAULTS IN A COMPRESSIVE TECTONIC SETTING; THE VARISCAN OF SOUTHWESTERN IRELAND Filippo Nenna and Atilla Aydin Department of Geological and Environmental Sciences, Stanford University, Stanford, CA 94305 e-mail: [email protected] scale such as strike-slip faults and thrust-cored folds in Abstract various stages of their development. In this study we focus on the initiation and development of strike-slip The Ross Sandstone in County Clare, Ireland, was faults by shearing of the initial JVs and PSSs and deformed by an approximately north-south compression formation of thrust faults by exploiting weak shale during the end-Carboniferous Variscan orogeny. horizons and the strike-parallel PSSs in the adjacent Orthogonal sets of fundamental structures form the sandstone intervals. initial assemblage; mutually abutting arrays of 170˚ Development of faults from shearing of initial oriented set 1 joints/veins (JVs) and approximately 75˚ fundamental structural elements with either opening or pressure solution seams (PSSs) that formed under the closing modes in a wide range of structural settings has same stress conditions. Orientations of set 2 (splay) JVs been extensively reported. Segall and Pollard (1983), and PSSs suggest a clockwise remote stress rotation of Martel and Pollard (1989) and Martel (1990) have about 35˚ responsible for the contemporaneous described strike-slip faults formed by shearing of shearing of the set 1 arrays. Prominent strike-slip faults thermal fractures in granitic rocks. Myers and Aydin are sub-parallel to set 1 JVs and form by the linkage of (2004) and Flodin and Aydin (2004) reported strike-slip en-echelon segments with broad damage zones faulting formed by shearing of joints formed by an responsible for strike-slip offsets of hundreds of metres. -
THE GROWTH of SHEEP MOUNTAIN ANTICLINE: COMPARISON of FIELD DATA and NUMERICAL MODELS Nicolas Bellahsen and Patricia E
THE GROWTH OF SHEEP MOUNTAIN ANTICLINE: COMPARISON OF FIELD DATA AND NUMERICAL MODELS Nicolas Bellahsen and Patricia E. Fiore Department of Geological and Environmental Sciences, Stanford University, Stanford, CA 94305 e-mail: [email protected] be explained by this deformed basement cover interface Abstract and does not require that the underlying fault to be listric. In his kinematic model of a basement involved We study the vertical, compression parallel joint compressive structure, Narr (1994) assumes that the set that formed at Sheep Mountain Anticline during the basement can undergo significant deformations. Casas early Laramide orogeny, prior to the associated folding et al. (2003), in their analysis of field data, show that a event. Field data indicate that this joint set has a basement thrust sheet can undergo a significant heterogeneous distribution over the fold. It is much less penetrative deformation, as it passes over a flat-ramp numerous in the forelimb than in the hinge and geometry (fault-bend fold). Bump (2003) also discussed backlimb, and in fact is absent in many of the forelimb how, in several cases, the basement rocks must be field measurement sites. Using 3D elastic numerical deformed by the fault-propagation fold process. models, we show that early slip along an underlying It is noteworthy that basement deformation often is thrust fault would have locally perturbed the neglected in kinematic (Erslev, 1991; McConnell, surrounding stress field, inducing a compression that 1994), analogue (Sanford, 1959; Friedman et al., 1980), would inhibit joint formation above the fault tip. and numerical models. This can be attributed partially Relating the absence of joints in the forelimb to this to the fact that an understanding of how internal stress perturbation, we are able to constrain the deformation is delocalized in the basement is lacking. -
Stress Fields Around Dislocations the Crystal Lattice in the Vicinity of a Dislocation Is Distorted (Or Strained)
Stress Fields Around Dislocations The crystal lattice in the vicinity of a dislocation is distorted (or strained). The stresses that accompanied the strains can be calculated by elasticity theory beginning from a radial distance about 5b, or ~ 15 Å from the axis of the dislocation. The dislocation core is universally ignored in calculating the consequences of the stresses around dislocations. The stress field around a dislocation is responsible for several important interactions with the environment. These include: 1. An applied shear stress on the slip plane exerts a force on the dislocation line, which responds by moving or changing shape. 2. Interaction of the stress fields of dislocations in close proximity to one another results in forces on both which are either repulsive or attractive. 3. Edge dislocations attract and collect interstitial impurity atoms dispersed in the lattice. This phenomenon is especially important for carbon in iron alloys. Screw Dislocation Assume that the material is an elastic continuous and a perfect crystal of cylindrical shape of length L and radius r. Now, introduce a screw dislocation along AB. The Burger’s vector is parallel to the dislocation line ζ . Now let us, unwrap the surface of the cylinder into the plane of the paper b A 2πr GL b γ = = tanθ 2πr G bG τ = Gγ = B 2πr 2 Then, the strain energy per unit volume is: τ× γ b G Strain energy = = 2π 82r 2 We have identified the strain at any point with cylindrical coordinates (r,θ,z) τ τZθ θZ B r B θ r θ Slip plane z Slip plane A z G A b G τ=G γ = The elastic energy associated with an element is its θZ 2πr energy per unit volume times its volume. -
Evidence for Controlled Deformation During Laramide Orogeny
Geologic structure of the northern margin of the Chihuahua trough 43 BOLETÍN DE LA SOCIEDAD GEOLÓGICA MEXICANA D GEOL DA Ó VOLUMEN 60, NÚM. 1, 2008, P. 43-69 E G I I C C O A S 1904 M 2004 . C EX . ICANA A C i e n A ñ o s Geologic structure of the northern margin of the Chihuahua trough: Evidence for controlled deformation during Laramide Orogeny Dana Carciumaru1,*, Roberto Ortega2 1 Orbis Consultores en Geología y Geofísica, Mexico, D.F, Mexico. 2 Centro de Investigación Científi ca y de Educación Superior de Ensenada (CICESE) Unidad La Paz, Mirafl ores 334, Fracc.Bella Vista, La Paz, BCS, 23050, Mexico. *[email protected] Abstract In this article we studied the northern part of the Laramide foreland of the Chihuahua Trough. The purpose of this work is twofold; fi rst we studied whether the deformation involves or not the basement along crustal faults (thin- or thick- skinned deformation), and second, we studied the nature of the principal shortening directions in the Chihuahua Trough. In this region, style of deformation changes from motion on moderate to low angle thrust and reverse faults within the interior of the basin to basement involved reverse faulting on the adjacent platform. Shortening directions estimated from the geometry of folds and faults and inversion of fault slip data indicate that both basement involved structures and faults within the basin record a similar Laramide deformation style. Map scale relationships indicate that motion on high angle basement involved thrusts post dates low angle thrusting. This is consistent with the two sets of faults forming during a single progressive deformation with in - sequence - thrusting migrating out of the basin onto the platform. -
24. Structure and Tectonic Stresses in Metamorphic Basement, Site 976, Alboran Sea1
Zahn, R., Comas, M.C., and Klaus, A. (Eds.), 1999 Proceedings of the Ocean Drilling Program, Scientific Results, Vol. 161 24. STRUCTURE AND TECTONIC STRESSES IN METAMORPHIC BASEMENT, SITE 976, ALBORAN SEA1 François Dominique de Larouzière,2,3 Philippe A. Pezard,2,4 Maria C. Comas,5 Bernard Célérier,6 and Christophe Vergniault2 ABSTRACT A complete set of downhole measurements, including Formation MicroScanner (FMS) high-resolution electrical images and BoreHole TeleViewer (BHTV) acoustic images of the borehole wall were recorded for the metamorphic basement section penetrated in Hole 976B during Ocean Drilling Program Leg 161. Because of the poor core recovery in basement (under 20%), the data and images obtained in Hole 976B are essential to understand the structural and tectonic context wherein this basement hole was drilled. The downhole measurements and high-resolution images are analyzed here in terms of structure and dynamics of the penetrated section. Electrical resistivity and neutron porosity measurements show a generally fractured and consequently porous basement. The basement nature can be determined on the basis of recovered sections from the natural radioactivity and photoelectric fac- tor. Individual fractures are identified and mapped from FMS electrical images, providing both the geometry and distribution of plane features cut by the hole. The fracture density increases in sections interpreted as faulted intervals from standard logs and hole-size measurements. Such intensively fractured sections are more common in the upper 120 m of basement. While shallow gneissic foliations tend to dip to the west, steep fractures are mostly east dipping throughout the penetrated section. Hole ellipticity is rare and appears to be mostly drilling-related and associated with changes in hole trajectory in the upper basement schists. -
Paleostress and Remote Sensing Analysis of Brittle Fractures from the Eastern Margin of the Dead Sea Transform, Jordan”
Masaryk University Faculty of Sciences Department of Geological Sciences “Paleostress and Remote Sensing Analysis of Brittle Fractures from the Eastern Margin of the Dead Sea Transform, Jordan” ―Literature Thesis in Requirement for Doctor of Philosophy in Geology Degree Program‖ Prepared by: M.Sc. Omar Mohammad Radaideh Supervisors: Assoc. Prof. RNDr. Rostislav Melichar Brno, Czech Republic 2013 OUTLINES CONTENTS ……………………………………………………………...……………………… II LIST OF FIGURES………………………………………………………………………………. III LIST OF TABLE…………………………………………………………….…………………… III CONTENTS PAGE 1. INTODUCTION 1 2. GEOLOGICAL AND TECTONIC SETTING 2 2.1 General Geological Overview 5 2.2 Major Tectonic Elements 3. SIGNIFICANCE AND OBJECTIVES OF THE STUDY 7 4. METHODOLOGY 8 4.1 Paleostress 8 4.2 Remote Sensing 13 4.2.1. Linear stretching 16 4.2.2. Principal Components Analysis 16 4.2.3. Band ratios 17 4.2.4. Edge Enhancement 17 4.2.5. Intensity/Hue/Saturation (HIS) transformations 18 5. PREVIOUS STUDIES 19 5.1. Paleostress Analysis in Jordan 20 5.2. Paleostress in the Sinai-Israel Sub-Plate 22 5.3. Paleostress in the East Mediterranean 25 5.4. Summary of Paleostress Results 28 REFERENCES 28 II LIST OF FIGUERS Figure Page Figure 1: Location map of the study area…………………………………………………………… 1 Figure 2: Simplified geological map of the southwestern Jordan……………………………...…… 3 Figure 3: The Main tectonic features of the Dead Sea Transform………………………………….. 6 Figure 4: Generalized structure map of Jordan……………………………………………………... 7 Figure 5: Schematic flowchart illustrating the methods and steps that will be used in this study….. 8 Figure 6: Stress ratio and stress ellipsoid…………………………………………………………… 9 Figure 7: The relationship between stress and ideal faults…………………………………………. -
Cenozoic Paleostress and Kinematic Evolution of the Rukwa - North Malawi Rift Valley (East African Rift System)
CENOZOIC PALEOSTRESS AND KINEMATIC EVOLUTION OF THE RUKWA - NORTH MALAWI RIFT VALLEY (EAST AFRICAN RIFT SYSTEM) Damien DELVAUX, Kirill LEVI, Rugaibuhamu KAJARA and Julius SAROTA DELVAUX, D" LEVI, K" KAJARA, R, & SAROTA, J (1992), - Cenozoic paleostress and kinematic evolution of the Rukwa - North Malawi rift valley (East African Rift System), - Bull Centres Recti. Explor-Prod. Elf Aquitaine, 16, 2, 383-406, 13 fig" 2 tab.: Boussens, December 24, 1992, - ISSN ; 0396-2687 CODEN' BCREDP. l.'evolution cinematique du secteur Tanganyika - Rukwa - Malawi de la branche occidentale du rift est-africain est encore relativement mal connue. Le r61e respectif des mouvements verticaux ou horizontaux Ie long des failles liees au developpement des bassins du rift est toujours I'objet de discussions contradictoires, ainsi que l'estimation de la direction d'extension principale. Afin d'eclaircir ces problernes, 976 failles mineures provenant de 29 sites difte rents ont ete mesurees dans I'ouest de la Tanzanie, Ie long de la partie nord de la depression du lac Malawi et de sa jonction triple avec Ie rift de Rukwa et la depression transversale d'Usanqu. Ces mesures ont ete ettectuees Ie long des failles majeures ainsi que dans les sediments et volcanites du rift. Les donnees de faille avec stries de glissement ont ete analysees en termes de palsctenseurs de contraintes. D'apres les donnees de terrain et ainsi qu'il a ete montre par d'autres, il est clair que la direction NW-SE majeure des failles du rift Rukwa - Nord Malawi a etc fortement influencee par les directions structurales precarnbriennnes. D'autre part, elles sont egalement largement heritees de la phase de rifting Karoo (perrno-triassique). -
Fault Characterization by Seismic Attributes and Geomechanics in a Thamama Oil Field, United Arab Emirates
GeoArabia, Vol. 9, No. 2, 2004 Gulf PetroLink, Bahrain Fault characterization, Thamama oil field, UAE Fault characterization by seismic attributes and geomechanics in a Thamama oil field, United Arab Emirates Yoshihiko Tamura, Futoshi Tsuneyama, Hitoshi Okamura and Keiichi Furuya ABSTRACT Faults and fractures were interpreted using attributes that were extracted from a 3-D seismic data set recorded over a Lower Cretaceous Thamama oil field in offshore Abu Dhabi, United Arab Emirates. The Thamama reservoir has good matrix porosity (frequently exceeding 20%), but poor permeability (averaging 15 mD). Because of the low permeability, faults and fractures play an important role in fluid movement in the reservoir. The combination of the similarity and dip attributes gave clear images of small-displacement fault geometry, and the orientation of subseismic faults and fractures. The study better defined faults and fractures and improved geomechanical interpretations, thus reducing the uncertainty in the preferred fluid-flow direction. Two fault systems were recognized: (1) the main NW-trending fault system with mapped fault-length often exceeding 5 km; and (2) a secondary NNE-trending system with shorter faults. The secondary system is parallel to the long axis of the elliptical domal structure of the field. Some of the main faults appear to be composed of en- echelon segments with displacement transfer between the overlapping normal faults (relay faults with relay ramps). The fault systems recognized from the seismic attributes were correlated with well data and core observations. About 13 percent of the fractures seen in cores are non-mineralized. The development of the fault systems was studied by means of clay modeling, computer simulation, and a regional tectonics review. -
Stylolites: a Review
Stylolites: a review Toussaint R.1,2,3*, Aharonov E.4, Koehn, D.5, Gratier, J.-P.6, Ebner, M.7, Baud, P.1, Rolland, A.1, and Renard, F.6,8 1Institut de Physique du Globe de Strasbourg, CNRS, University of Strasbourg, 5 rue Descartes, F- 67084 Strasbourg Cedex, France. Phone : +33 673142994. email : [email protected] 2 International Associate Laboratory D-FFRACT, Deformation, Flow and Fracture of Disordered Materials, France-Norway. 3SFF PoreLab, The Njord Centre, Department of Physics, University of Oslo, Norway. 4Institute of Earth Sciences, The Hebrew University, Jerusalem, 91904, Israel 5School of Geographical and Earth Sciences, University of Glasgow, UK 6University Grenoble Alpes, ISTerre, Univ. Savoie Mont Blanc, CNRS, IRD, IFSTTAR, 38000 Grenoble, France 7OMV Exploration & Production GmbH Trabrennstrasse 6-8, 1020 Vienna, Austria 8 The Njord Centre,PGP, Department of Geosciences, University of Oslo, Norway *corresponding author Highlights: . Stylolite formation depends on rock composition and structure, stress and fluids. Stylolite geometry, fractal and self-affine properties, network structure, are investigated. The experiments and physics-based numerical models for their formation are reviewed. Stylolites can be used as markers of strain, paleostress orientation and magnitude. Stylolites impact transport properties, as function of maturity and flow direction. Abstract Stylolites are ubiquitous geo-patterns observed in rocks in the upper crust, from geological reservoirs in sedimentary rocks to deformation zones, in folds, faults, and shear zones. These rough surfaces play a major role in the dissolution of rocks around stressed contacts, the transport of dissolved material and the precipitation in surrounding pores. Consequently, they 1 play an active role in the evolution of rock microstructures and rheological properties in the Earth’s crust. -
Scale Brittle Rock Structures and the Estimation of “Paleostress” Axes – a Case Study from the Koralm Region (Styria/Carinthia)______
Austrian Journal of Earth Sciences Volume 107/2 Vienna 2014 Small- to meso - scale brittle rock structures and the estimation of “paleostress” axes – A case study from the Koralm region (Styria/Carinthia)______________________ Franz-Josef BROSCH1) & Gerald PISCHINGER1)2)*) KEYWORDS paleostress analysis brittle tectonics Koralm Tunnel 1) Institute of Applied Geosciences, TU Graz, Rechbauerstraße 12, A-8010 Graz, Austria; Florianer beds 2) Geoconsult ZT GmbH, Hölzlstraße 5, A-5071 Wals bei Salzburg, Austria; Eastern Alps Badenian *) Corresponding author, [email protected] Koralpe Abstract Mapping of fault slip data and the consecutive estimation of paleostress orientations are routine procedures during structural geo- logical investigation. In addition, there are various other small- to mesoscale features of brittle deformation which are frequently nei- ther mapped nor routinely used for paleostress analysis. In this paper we present such data, i.e. conjugate shear fractures, faulting related secondary fractures, tensile/extensional fractures, veins, low angle shears and listric faults, from the Koralpe, Eastern Alps. Paleostress orientations are determined with the help of stereographic projection techniques and compared to the results of published fault slip data and fault slip data gathered during tunnelling of the Koralm Tunnel in the Badenian Florianer beds of the western Sty- rian Basin. The analysed data yield paleostress axes which may be attributed to the three Andersonian fault types with similar ori- entations as the ones achieved by fault slip analysis. Yet, a reliable (relative) timing of the different tectonic events is not possible on the basis of the structures analysed and time constraints from the surrounding basins are limited to Ottnangium till Sarmatium. -
Advanced Stress Analysis
City University of New York (CUNY) CUNY Academic Works Open Educational Resources City College of New York 2018 Advanced Stress Analysis Benjamin Liaw CUNY City College How does access to this work benefit ou?y Let us know! More information about this work at: https://academicworks.cuny.edu/cc_oers/83 Discover additional works at: https://academicworks.cuny.edu This work is made publicly available by the City University of New York (CUNY). Contact: [email protected] FALL 2018 SYLLABUS Page 1/1 ME 54100: ADVANCED STRESS ANALYSIS Courses: ME I4200: APPLIED STRESS ANALYSIS Time & Tuesday & Thursday, 11:00 a.m. – 12:15 p.m. Place: Steinman Hall, Basement ST-B64 (Materials Science Lab) Course Stress and strain. Principal stresses & directions. Generalized Hooke's Law (constitutive relations) Description: for elastic materials. Plane-stress/plane strain formulations in Cartesian/polar coordinates. Failure criteria. Bending of straight & curved beams. Torsion of shafts. Thick tubes, rotating disks, shrink fits. Thermal stresses in rings, tubes, and disks. Energy methods in structural mechanics. Applications of finite element methods in stress analysis. Prerequisites: ME 24700: Engineering Mechanics II (Kinematics and Dynamics of Rigid Bodies) ME 33000: Mechanics of Materials ME 37100: Computer-Aided Design Instructor: Prof. Benjamin Liaw E-mail: [email protected] Office: Steinman Hall, Room ST-247 Tel: (212) 650-5204 Hours: Monday: 4:00 p.m. – 5:00 p.m. Fax: (212) 650-8013 Wednesday: 1:00 p.m. – 2:00 p.m. Textbook: B.M. Liaw, Advanced Stress Analysis, CUNY City College of New York, Open Educational Resources. References: 1. F.P. -
Stress Rotation — the Impact and Interaction of Rock Stiffness and Faults
https://doi.org/10.5194/se-2020-129 Preprint. Discussion started: 3 August 2020 c Author(s) 2020. CC BY 4.0 License. Stress rotation — The impact and interaction of rock stiffness and faults Karsten Reiter TU Darmstadt, 64287 Darmstadt, Schnittspahnstraße 9 Correspondence: Karsten Reiter ([email protected]) Abstract. It has been assumed, that the maximum compressive horizontal stress (SHmax) orientation in the upper crust is governed on a regional scale by the same forces that drive plate motion. However, several regions are identified, where stress orientation deviates from the expected orientation due to plate boundary forces (first order stress sources), or the plate wide pattern. In some of this regions a gradual rotation of the SHmax orientation has been observed. 5 Several second and third order stress sources have been identified, which may explain stress rotation in the upper crust. For example lateral heterogeneities in the crust, such as density, petrophysical or petrothermal properties and discontinuities, like faults are identified as potential candidates to cause lateral stress rotations. To investigate several of the candidates, generic geomechanical numerical models are utilized. These models consist of up to five different units, oriented by an angle of 60◦ to the direction of contraction. These units have variable elastic material properties, such as Young’s modulus, Poisson ratio and 10 density. Furthermore, the units can be separated by contact surfaces that allow them so slide along these faults, depending on a selected coefficient of friction. The model results indicate, that a density contrast or the variation of the Poisson’s ratio alone sparsely rotates the horizontal stress orientation (517◦).