Formation of Lithospheric Shear Zones
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Preliminary Structural Study of the Gold-Bearing Shear Zone System at the Seabee Mine, Northern Saskatchewan
Preliminary Structural Study of the Gold-bearing Shear Zone System at the Seabee Mine, Northern Saskatchewan Ghislain Tourigny Tourigny, G. (2003): Preliminary structural study of the gold-bearing shear zone system at the Seabee Mine, northern Saskatchewan; in Summary of Investigations 2003, Volume 2, Saskatchewan Geological Survey, Sask. Industry Resources, Misc. Rep. 2003-4.2, CD-ROM, Paper B-1, 11p. Abstract The Seabee gold deposit is a structurally controlled, mesothermal vein gold deposit developed in weakly deformed metagabbroic rocks of the Laonil Lake Intrusive Complex, northern Saskatchewan. The gold-bearing veins are hosted by narrow, steeply northwest-dipping to subvertical, northeast- and east-northeast-trending shear zones consisting of well-foliated L-S tectonites that are characterized by a steep mylonitic foliation and a steeply west- plunging mineral lineation. Auriferous veins occur as riedel ‘R’ and ‘P’ veins oriented 5° to 15° from the shear foliation, as fault-fill veins subparallel to the foliation, and as minor extension veins oriented at a high angle to the shear zone boundary. Coexisting strain and kinematic indicators reveal that the auriferous shear zones recorded a strong component of boundary-normal compression combined with subhorizontal dextral shear. The auriferous shear zones are either late reverse faults, reactivated as dextral strike-slip faults, or dextral transpression zones developed between converging rigid walls. Preliminary interpretation suggests that dextral transpression best explains the emplacement and deformation of the shear zones and associated gold-quartz veins. Keywords: Seabee mine, Laonil Lake Intrusive Complex, gold mineralization, shear zone, C-S fabric, foliation, reverse faults, transpression, dextral shear, deformation partitioning. -
Faults and Ductile Shear Zones) from Selected Drill Cores P-07-227
Oskarshamn site investigation – Structural characterization of deformation zones (faults and ductile shear zones) from selected drill cores site investigation – Structural characterization Oskarshamn P-07-227 Oskarshamn site investigation Structural characterization of deformation zones (faults and ductile shear zones) from selected drill cores and outcrops from the Laxemar area – Results from Phase 2 Giulio Viola, Guri Venvik Ganerød Geological Survey of Norway, Trondheim, Norway December 2007 Svensk Kärnbränslehantering AB Swedish Nuclear Fuel and Waste Management Co Box 250, SE-101 24 Stockholm Tel +46 8 459 84 00 P-07-227 CM Gruppen AB, Bromma, 2008 ISSN 1651-4416 Tänd ett lager: SKB P-07-227 P, R eller TR. Oskarshamn site investigation Structural characterization of deformation zones (faults and ductile shear zones) from selected drill cores and outcrops from the Laxemar area – Results from Phase 2 Giulio Viola, Guri Venvik Ganerød Geological Survey of Norway, Trondheim, Norway December 2007 Keywords: Oskarshamn, AP PS 400-06-098, Structural geology, Shear zone, Fault, Fault rocks, Kinematics. This report concerns a study which was conducted for SKB. The conclusions and viewpoints presented in the report are those of the authors and do not necessarily coincide with those of the client. Data in SKB’s database can be changed for different reasons. Minor changes in SKB’s database will not necessarily result in a revised report. Data revisions may also be presented as supplements, available at www.skb.se. A pdf version of this document can be downloaded from www.skb.se. Abstract A study of predominantly brittle structures, i.e. brittle deformation zones, faults, fractures and associated fault rocks, was carried out on a number of drill cores and outcrops of the Laxemar area, Oskarshamn. -
Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil–Rock Mixtures Based on Large-Sized Shear Test
applied sciences Article Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil–Rock Mixtures Based on Large-Sized Shear Test Zhiqing Li 1,2,3,*, Feng Hu 1,2,3, Shengwen Qi 1,2,3, Ruilin Hu 1,2,3, Yingxin Zhou 4 and Yawei Bai 5 1 Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; [email protected] (F.H.); [email protected] (S.Q.); [email protected] (R.H.) 2 College of Earth and Planetary Science, University of Chinese Academy of Sciences, Beijing 100049, China 3 Innovation Academy of Earth Science, Chinese Academy of Sciences, Beijing 100029, China 4 Yunnan Chuyao Expressway Construction Headquarters, Chuxiong 675000, China; [email protected] 5 Henan Yaoluanxi Expressway Construction Co. LTD, Luanchuan 471521, China; [email protected] * Correspondence: [email protected] or [email protected]; Tel.: +86-13671264387 Received: 27 July 2020; Accepted: 15 September 2020; Published: 17 September 2020 Abstract: Soil–rock mixtures (SRM) have the characteristics of distinct heterogeneity and an obvious structural effect, which make their physical and mechanical properties very complex. This study aimed to investigate the deformation properties and failure mode of the shear zone as well as the movement of block stones in SRM experimentally, not only considering SRM shear strength. The particle composition and proportion of specimens were based on field samples from an SRM slope along national highway 318 in Xigaze, Tibet. Shear zone deformation tests were carried out using an SRM-1000 large-sized geotechnical apparatus controlled by a motor servo, considering the effects of different stone contents by mass (0, 30%, 50%, 70%), vertical pressures (50, 100, 200, 300, and 400 kPa), and block stone sizes (9.5–19.0, 19.0–31.5, and 31.5–53.0 mm). -
Shear Zone-Related Folds
Journal of Structural Geology 27 (2005) 1229–1251 www.elsevier.com/locate/jsg Shear zone-related folds Jordi Carreras, Elena Druguet*, Albert Griera Departament de Geologia, Universitat Auto`noma de Barcelona, 08193 Bellaterra, Spain Received 18 April 2003; received in revised form 27 February 2004; accepted 14 June 2004 Available online 30 November 2004 Abstract Folds in ductile shear zones are common structures that have a variety of origins. These can be pre-existing folds that become modified or folds developed during the shearing event. Among the syn-shearing folds, a second subdivision is based on the relative age of the folded surface, which can be pre-existing or newly formed during the shearing event. In each of the three categories final fold geometry and orientation show complex relationships with the kinematic frame. The final fold geometry depends on the vorticity within the shear zone, the rheology and the initial orientation of the folded surface relative to the kinematic framework. It follows that folds are complex structures, difficult to use as kinematic indicators. However, in shear zones where undeformed wall rocks with pre-shear structures are accessible and where kinematics can be well established, folds can provide a valuable natural means to understand the initiation and evolution of structures under non-coaxial regimes. We point to the need of discriminating among different plausible categories, based on the nature of the folded surface and on the inherent structural features of each category. q 2004 Elsevier Ltd. All rights reserved. Keywords: Fold; Shear zone; Geometry; Kinematics; Cap de Creus 1. Introduction final geometry, symmetry and orientation of a shear-related fold are influenced by many variables other than the shear Folds are common structures in many ductile shear sense. -
Faults (Shear Zones) in the Earth's Mantle
Tectonophysics 558-559 (2012) 1–27 Contents lists available at SciVerse ScienceDirect Tectonophysics journal homepage: www.elsevier.com/locate/tecto Review Article Faults (shear zones) in the Earth's mantle Alain Vauchez ⁎, Andréa Tommasi, David Mainprice Geosciences Montpellier, CNRS & Univ. Montpellier 2, Univ. Montpellier 2, cc. 60, Pl. E. Bataillon, F-34095 Montpellier cedex5, France article info abstract Article history: Geodetic data support a short-term continental deformation localized in faults bounding lithospheric blocks. Received 23 April 2011 Whether major “faults” observed at the surface affect the lithospheric mantle and, if so, how strain is distrib- Received in revised form 3 May 2012 uted are major issues for understanding the mechanical behavior of lithospheric plates. A variety of evidence, Accepted 3 June 2012 from direct observations of deformed peridotites in orogenic massifs, ophiolites, and mantle xenoliths to seis- Available online 15 June 2012 mic reflectors and seismic anisotropy beneath major fault zones, consistently supports prolongation of major faults into the lithospheric mantle. This review highlights that many aspects of the lithospheric mantle defor- Keywords: Faults/shear-zones mation remain however poorly understood. Coupling between deformation in frictional faults in the upper- Lithospheric mantle most crust and localized shearing in the ductile crust and mantle is required to explain the post-seismic Field observations deformation, but mantle viscosities deduced from geodetic data and extrapolated from laboratory experi- Seismic reflection and anisotropy ments are only reconciled if temperatures in the shallow lithospheric mantle are high (>800 °C at the Rheology Moho). Seismic anisotropy, especially shear wave splitting, provides strong evidence for coherent deforma- Strain localization tion over domains several tens of km wide in the lithospheric mantle beneath major transcurrent faults. -
The Viscosities of Partially Molten Materials Undergoing Diffusion Creep
The viscosities of partially molten materials undergoing diffusion creep John F. Rudge Bullard Laboratories, Department of Earth Sciences, University of Cambridge December 10, 2018 Abstract Partially molten materials resist shearing and compaction. This resistance is described by a fourth-rank effective viscosity tensor. When the tensor is isotropic, two scalars determine the resistance: an effective shear and an effective bulk viscosity. Here, calculations are presented of the effective viscosity tensor during diffusion creep for a 2D tiling of hexagonal unit cells and a 3D tessellation of tetrakaidecahedrons (truncated octahedrons). The geometry of the melt is determined by assuming textural equilibrium. The viscosity tensor for the 2D tiling is isotropic, but that for the 3D tessellation is anisotropic. Two parameters control the effect of melt on the viscosity tensor: the porosity and the dihedral angle. Calculations for both Nabarro-Herring (volume diffusion) and Coble (surface diffusion) creep are presented. For Nabarro-Herring creep the bulk viscosity becomes singular as the porosity vanishes. This singularity is logarithmic, a weaker singularity than typically assumed in geodynamic models. The presence of a small amount of melt (0.1% porosity) causes the effective shear viscosity to approximately halve. For Coble creep, previous modelling work has argued that a very small amount of melt may lead to a substantial, factor of 5, drop in the shear viscosity. Here, a much smaller, factor of 1.4, drop is obtained for tetrakaidecahedrons. Owing to a Cauchy relation symmetry, the Coble creep bulk viscosity is a constant multiple of the shear viscosity when melt is present. 1 Introduction Dynamical models are often highly dependent on assumptions about the rheology of the material being deformed. -
The Role of Pressure Solution Creep in the Ductility of the Earth's
The role of pressure solution creep in the ductility of the earth’s upper crust Jean-Pierre Gratier, Dag Dysthe, Francois Renard To cite this version: Jean-Pierre Gratier, Dag Dysthe, Francois Renard. The role of pressure solution creep in the ductility of the earth’s upper crust. Advances in Geophysics, Elsevier, 2013, 54, pp.47-179. 10.1016/B978-0- 12-380940-7.00002-0. insu-00799131 HAL Id: insu-00799131 https://hal-insu.archives-ouvertes.fr/insu-00799131 Submitted on 11 Mar 2013 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. 1 The role of pressure solution creep in the ductility of the Earth’s upper crust Jean-Pierre Gratier1, Dag K. Dysthe2,3, and François Renard1,2 1Institut des Sciences de la Terre, Observatoire, CNRS, Université Joseph Fourier-Grenoble I, BP 53, 38041 Grenoble, France 2Physics of Geological Processes, University of Oslo, Norway 3Laboratoire Interdisciplinaire de Physique, BP 87, 38041 Grenoble, France The aim of this review is to characterize the role of pressure solution creep in the ductility of the Earth’s upper crust and to describe how this creep mechanism competes and interacts with other deformation mechanisms. -
MECHANICAL ENGINEERING Syllabus
SYLLABUS OF MASTER OF MECHANICAL ENGINEERING First semester Category:- Departmental / Specialization Basket PAPER-I PG / ME / T/ 111A-Theory of Elasticity Stress and strain tensors, equations of equilibrium and compatibility in rectangular and curvilinear coordinates, Cauchy’s formula, stress transformation, principal stresses, Lame’s stress ellipsoid, Cauchy stress quadratic, octahedral stress, stress- strain relations, basic equations of elasticity, Boundary value problem, Uniqueness of solutions, Torsion of non-circular sections, St. Venant’s theory of torsion, Scalar and Vector potentials, Strain potentials. Plane state of stress and strain, Airy’s stress function for problems, Representation of biharmonic function using complex variables, kolosoff-Mushkelishvili method. Thermal stress, Applications to problems of curved beam, thick cylinder and rotating disc, stress concentration. Introduction to numerical methods in elasticity. PG / ME / T / 111B-Continuum Mechanics: Introductory concepts and mathematics- ideas of vector calculus, elements of tensor algebra, calculus of variations, orthogonal curvilinear co-ordinates. Theory of deformation- concepts of normal and shear strain, physical significance of terms of €-matrix, principal strains, rotation of volume element, its relation to displacement gradient, affine deformation, homogeneous deformation, kinematics of deformable media, compatibility relations, discussions on curvilinear co-ordinates and in general co-ordinate systems. Theory of stresses- definition, tensoral character, principal stresses, mean, deviatoric, octahedral stresses, differential equations of motion in orthogonal curvilinear co- ordinates. Three dimensional equations- Elastic/non-elastic response of a body, intrinsic energy density function, generalized Hook’s law, equations of thermoelasticity, differential equation of heat conduction, stress-strain temperature relations, spherico-symmetric stress distribution, energy principles- its applications to a deformable media (Navier- stokes equations), non-linear constitutive relations. -
Grain-Sizereductionmechanisms and Rheologicalconsequences in High
Grain-sizereductionmechanisms and rheologicalconsequences in high-temperaturegabbromylonites of Hidaka, Japan Hugues Raimbourg, Tsuyoshi Toyoshima, Yuta Harima, Gaku Kimura To cite this version: Hugues Raimbourg, Tsuyoshi Toyoshima, Yuta Harima, Gaku Kimura. Grain- sizereductionmechanisms and rheologicalconsequences in high-temperaturegabbromylonites of Hidaka, Japan. Earth and Planetary Science Letters, Elsevier, 2008, 267 (3-4), pp.637-653. 10.1016/j.epsl.2007.12.012. insu-00756068 HAL Id: insu-00756068 https://hal-insu.archives-ouvertes.fr/insu-00756068 Submitted on 22 Nov 2012 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Grain size reduction mechanisms and rheological consequences in high-temperature gabbro mylonites of Hidaka, Japan Hugues Raimbourga, Tsuyoshi Toyoshimab, Yuta Harimab, Gaku Kimuraa (a) Department of Earth and Planetary Science, Faculty of Science, University of Tokyo, Japan (b) Department of Geology, Faculty of Science, University of Niigata, Japan Corresponding Author: Hugues Raimbourg, Dpt. Earth Planet. Science, Faculty -
Structure and Rheology of the Sandhill Corner Shear Zone, Norumbega Fault System, Maine: a Study of a Fault from the Base of the Seismogenic Zone Nancy Ann Price
The University of Maine DigitalCommons@UMaine Electronic Theses and Dissertations Fogler Library 5-2012 Structure and Rheology of the Sandhill Corner Shear Zone, Norumbega Fault System, Maine: a Study of a Fault from the Base of the Seismogenic Zone Nancy Ann Price Follow this and additional works at: http://digitalcommons.library.umaine.edu/etd Part of the Geology Commons, and the Geophysics and Seismology Commons Recommended Citation Price, Nancy Ann, "Structure and Rheology of the Sandhill Corner Shear Zone, Norumbega Fault System, Maine: a Study of a Fault from the Base of the Seismogenic Zone" (2012). Electronic Theses and Dissertations. 1874. http://digitalcommons.library.umaine.edu/etd/1874 This Open-Access Dissertation is brought to you for free and open access by DigitalCommons@UMaine. It has been accepted for inclusion in Electronic Theses and Dissertations by an authorized administrator of DigitalCommons@UMaine. STRUCTURE AND RHEOLOGY OF THE SANDHILL CORNER SHEAR ZONE, NORUMBEGA FAULT SYSTEM, MAINE: A STUDY OF A FAULT FROM THE BASE OF THE SEISMOGENIC ZONE By Nancy Ann Price B.S. The Richard Stockton College of New Jersey, Pomona, 2005 M.S. University of Massachusetts, Amherst, 2007 A THESIS Submitted in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy (in Earth Sciences) The Graduate School The University of Maine May, 2012 Advisory Committee: Scott E. Johnson, Professor of Earth Sciences, Advisor Christopher C. Gerbi, Assistant Professor of Earth Sciences Peter O. Koons, Professor of Earth Sciences Martin G. Yates, Instructor of Earth Sciences David P. West Jr., Professor of Geology, Middlebury College Rachel J. -
Dislocation and Diffusion Creep of Synthetic Anorthite Aggregates
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 105, NO. Bll, PAGES 26,017-26,036, NOVEMBER 10, 2000 Dislocation and diffusion creep of synthetic anorthite aggregates E. Rybacki and G. Dresen GeoForschungsZentrumPotsdam, Potsdam, Germany Abstract. Syntheticfine-grained anorthite aggregates were deformedat 300 MPa confining pressurein a Paterson-typegas deformation apparatus. Creep tests were performedat temperatures rangingfrom 1140 to 1480K, stressesfrom 30 to 600 MPa, and strain rates between 2x 10 '6 and lx10-3 s 'l. Weprepared samples with water total contents of 0.004 wt % (dry)and 0.07 wt % (wet), respectively.The wet (dry) materialcontained <0.7 (0.2) vol % glass,associated with fluid inclusionsor containedat triplejunctions. The arithmeticmean grain size of the specimensvaried between2.7 _+0.1 lamfor the dry materialand 3.4 _+0.2 lamfor wet samples.Two differentcreep regimeswere identified for dry andwet anorthiteaggregates. The datacould be fitted to a power law. At stresses> 120 MPa we founda stressexponent of n = 3 irrespectiveof the water content, indicatingdislocation creep. However, the activation energy of wetsamples is356 _+ 9 kJmol 'l, substantiallylower than for dry specimens with 648 + 20kJ mo1-1. The preexponential factor is log A = 2.6(12.7) MPa -n s -• forwet (dry) samples. Microstructural observations suggest that grain boundarymigration recrystallization is importantin accommodatingdislocation creep. In the low- stressregime we observeda stressexponent of n = 1, suggestingdiffusion creep. The activation energiesfor dry and wet samples are 467 + 16and 170 + 6 kJmol '•, respectively.Log A is 12.1 MPa-n pm m s -1 for the dry material and 1.7 MPa -" pm m s '1 for wet anorthite. -
Grainsize Sensitive Rheology of Orthopyroxene
PUBLICATIONS Geophysical Research Letters RESEARCH LETTER Grain-size sensitive rheology of orthopyroxene 10.1002/2014GL060607 Rolf H.C. Bruijn1 and Philip Skemer1 Key Points: 1Department of Earth and Planetary Sciences, Washington University in St. Louis, Saint Louis, Missouri, USA • Deformation mechanism map for orthopyroxene is constructed • Diffusion creep of orthopyroxene is important over a wide range Abstract The grain-size sensitive rheology of orthopyroxene is investigated using data from rheological of conditions and microstructural studies. A deformation mechanism map is constructed assuming that orthopyroxene deforms by two independent mechanisms: dislocation creep and diffusion creep. The field boundary between these mechanisms is defined using two approaches. First, experimental data from Lawlis (1998), Correspondence to: which show a deviation from non-linear power law behavior at low stresses, are used to prescribe the location R. H. C. Bruijn, of the field boundary. Second, a new orthopyroxene grain-size piezometer is used as a microstructural [email protected] constraint to the field boundary. At constant temperature, both approaches yield sub-parallel field boundaries, separated in grain size by a factor of only 2–5. Extrapolating to lithospheric conditions, the Citation: deformation mechanism transition occurs at a grain size of ~150–500 μm, consistent with observations from Bruijn, R. H. C., and P. Skemer (2014), nature. As the transition from dislocation to diffusion creep may promote shear localization, grain-size Grain-size sensitive rheology of orthopyroxene, Geophys. Res. Lett., 41, reduction of orthopyroxene may play a prominent role in plate-boundary deformation. doi:10.1002/2014GL060607. Received 20 MAY 2014 Accepted 3 JUL 2014 1.