Acessibilidade / Reportar erro

Analog Models of Flanking Structures and a Natural Example in the Quadrilátero Ferrífero, Minas Gerais

ABSTRACT

The aim of this study is to present analog models of flanking structures and to analyze the Fábrica Nova synform, Quadrilátero Ferrífero, Minas Gerais, from a geometric point of view. We set up seven models using a linear viscous silicone and produced flanking structures with a shear velocity of 2 cm h-1. At different initial orientations with respect to the shear zone boundary, a rigid cross-cutting element with lubricated boundaries was deformed via sinistral bulk flow at a shear strain of γ = 1.28. The most interesting features of our experiments are the geometries of the different marker lines, which are heterogeneous and resulted from thickening and thinning of the silicone at the cross-cutting element terminations. To compare our analog models and the Fábrica Nova synform, we analyzed the outermost marker line of the analog models and the top surface of the Cauê Formation in the Paleoproterozoic metasediments. The best comparisons between the experiments and the natural example were obtained by our CIS90 model in terms of the flexure shape near the cross-cutting element and the cross-cutting element orientation. Thus, we suggest that the cross-cutting elements in both situations act as obstacles and consequently produce local perturbations in laminar flow.

Key words:
physical modelling; flanking folds; silicone; Fábrica Nova synform

INTRODUCTION

In the present study, we present and discuss analog models of flanking folds. We used a simple shear rectangular box and a rigid cross-cutting element with lubricated boundaries to analyze the Fábrica Nova flanking fold thesis presented by Rossi and Endo (2015ROSSI DQ AND ENDO I. 2015. A structural model of the Fábrica Nova region, Santa Rita syncline, Quadrilátero Ferrífero: flanking folds as a folding mechanism. REM 68: 153-162.) from a geometric point of view.

The term flanking structures was first used by Passchier (2001PASSCHIER C . 2001. Flanking structures. J Struct Geol 23: 951-962.) to describe deflections on the centimeter scale (Fig. 1). Passchier (2001) showed that these structures are isolated folds that were formed in a number of different ways and commonly show shear sense opposite to the fault drag effect. Currently, scientists agree that the flanking structures are a deflection of the passive planar fabric elements (e.g., foliation or layering) around cross-cutting objects (filled veins, dykes or faults) and can occur in several tectonic contexts with a wide range of different geometric features. A review of these concepts (their formation and geometric features) and the classification of flanking structures were presented by Mukherjee (2014MUKHERJEE S. 2014. Review of flanking structures in meso- and micro-scales. Geol Mag 151: 957-974.).

Figure 1
Sketches of two different types of flanking folds in a shear zone (modified from Grasemann et al. 2003GRASEMANN B , STÜWE K AND VANNAY JC. 2003. Sense and non-sense of shear in flanking structures. J Struct Geol 25: 19-34.).

Flanking structures were analyzed by using analytical and numerical methods proposed by various authors (Gayer et al. 1978GAYER RA, POWELL DA AND RHODES R. 1978. Deformation against metadolerite dykes in the Caledonides of Finnmark, Norway. Tectonophys 46: 99-11., Druguet et al. 1997DRUGUET E, PASSCHIER CW, CARRERAS J, VICTOR P AND DEN BROK S. 1997. Analysis of a complex high-strain zone at Cap de Creus, Spain. Tectonophys 280: 31-45., Zubriggen et al. 1998ZUBRIGGEN R, KAMBER BS, HANDY MR AND NÄGLER TF. 1998. Dating synmagmatic folds: a case of study of Schlingen Structures in the Strona-Ceneri Zone (Southern Alps, northern Italy). J Metmorph Geol 16: 403-414., Grasemann and Stüwe 2001GRASEMANN B AND STÜWE K. 2001. The development of flanking folds during simple shear and their use as kinematic indicators. J Struct Geol 23: 715-724., Grasemann et al. 2003, 2005, Wiesmayr and Grasemann 2005WIESMAYR G ANDGRASEMANN B . 2005. Sense and non-sense of shear in flanking structures with layer-parallel shortening: implications for fault-related folds. J Struct Geol 27: 249-264., Kocher and Mancktelow 2006KOCHER T AND MANCKTELOW NS. 2006. Flanking structure development in anisotropic viscous rock. J Struct Geol 28: 1139-1145., Mulchrone 2007MULCHRONE KF. 2007. Modelling flanking structures using deformable high axial ratio ellipses: Insights into finite geometries. J Struct Geol 29: 1216-1228., Exner and Dabrowski 2010EXNER U AND DABROWSKI M. 2010. Monoclinic and triclinic 3D flanking structures around elliptical cracks. J Struct Geol 32: 2009-2021., Mukherjee 2014MUKHERJEE S. 2014. Review of flanking structures in meso- and micro-scales. Geol Mag 151: 957-974.). Analog modelling is less common. By using finite element modelling, Grasemann and Stüwe (2001), Grasemann et al. (2003) and Wiesmayr and Grasemann (2005) suggested that flanking fold deflections result from perturbations of the host rock near a cross-cutting element (CE).

Hudleston (1989HUDLESTON PJ. 1989. The association of folds and veins in shear zones. J Struct Geol 11: 949-957.) generated flanking structures for the first time in analog experiments (he named them 'paired hook-shaped asymmetric folds') by using rectangular blocks (8 cm x 2.5 cm x 1.5 cm) of plasticine and simple shear. In this study, the progressive rotation of an extensional fracture (a thin cut in the plasticine) resulted in the formation of folds. These folds were formed passively by local contraction rather than by slip along the fracture margins.

Odonne (1990ODONNE F. 1990. The control of deformation intensity around a fault: natural and experimental examples. J Struct Geol 12: 911-921.) used paraffin wax layers with a precut plane in a rectangular box (70 cm x 60 cm) to study the intensity of deformation resulting from uniaxial contraction around a fault. In addition to other findings, Odonne (1990) showed that heterogeneous strain around the CE varied between strongly and slightly deformed symmetrically aligned domains.

Exner et al. (2004EXNER U , MANCKTELOW N ANDGRASEMANN B . 2004. Progressive development of s-type flanking folds in simple shear. J Struct Geol 26: 2191-2201.) used a lubricated cut as the CE in silicone and a linear viscous material in a ring shear rig (set up with two concentric cylinders, one with radius of 1.76 cm and the other with 3.0 cm) to test and extend previous numerical models of type-s flanking folds to higher shear strains. These authors showed that both the offset and deflection of type-s flanking folds along a CE document the local contraction of the planar fabric elements parallel to the shear zone boundary. In addition, these authors suggested that all flanking structures could evolve into type-s flanking folds at high shear strain as the CE co-rotates.

Exner et al. (2006EXNER U, GRASEMANN B AND MANCKTELOW N. 2006. Multiple faults in ductile shear zones: analogue models of flanking structure systems. In: Buiter SJH and Schreurs G (Eds), Analogue and Numerical Modelling of Crustal-scale Processes. Geol Soc Special Publ 253: 381-395.) used analog experiments to investigate the formation of a flanking fold system around parallel and conjugate weak discontinuities within a homogenous ductile matrix and compared them with naturally occurring flanking folds.

Passchier et al. (2008PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.) first employed a rigid CE in their analog experiments using silicone in a simple shear rectangular rig that was progressively deformed to a parallelogram-shaped box. The authors analyzed the deformation of a lubricated rigid CE when it was at a right angle to the passive planar element (marker horizon or host element (HE)). This lubricated and rigid CE produced anticlinal and synclinal folding of the marker horizons at the upper and lower tips of the CE in the hanging wall and footwall, respectively.

Our experiments differ from the experiments performed by Passchier et al. (2008PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.) (who used a rigid CE), mainly because a different type of experimental box was used. In addition, in our experiment, the CE was considered in several different positions to overcome the inherent problem of flanking folds characterized by only one marker horizon, which was the case of the Fábrica Nova synform. The occurrence of only one marker horizon makes it difficult to compare natural or experimental flanking folds, but this problem is reduced by comparing the marker horizon geometries obtained in more than one experiment.

MATERIALS AND METHODS

Seven models were built and deformed in a 33-cm-long, 20-cm-wide and 1.5-cm-deep rectangular box. An electric motor moved one half of the box horizontally at a velocity of 2 cm h-1 to cause a linear dislocation of 8 cm, which corresponded to a total shear strain of γ = 1.28. The silicone used as a ductile matrix consisted of mastic silicone rebondissant 36 (from Ets E. H. Roberts et Cie, CRC Industries France) and alcohol, with a resulting viscosity μ = 1.7 x 104 Pa s at 21°C. No lubricant was used at the bottom of the box to trigger increases in the flow lines at the upper silicone surface during simple shear.

Based on Grasemann et al. (2003GRASEMANN B , STÜWE K AND VANNAY JC. 2003. Sense and non-sense of shear in flanking structures. J Struct Geol 25: 19-34.) and Exner et al. (2004EXNER U , MANCKTELOW N ANDGRASEMANN B . 2004. Progressive development of s-type flanking folds in simple shear. J Struct Geol 26: 2191-2201.), we used seven different initial ϕ angles between the CE and the shear zone boundary (ϕ = 15°, 30°, 70°, 90°, 110°, 150° and 165°). The experiments were named according to the values of their ϕ angles (CIS15, CIS30, CIS70, CIS90, CIS110, CIS150 and CIS165). To ensure reproducibility, we performed each experiment twice.

Equidistant lines representing the HE were drawn on the surface of the models parallel to the shear direction to track the deformation. In the center of each model, we placed a thin 10-, 15- or 20-cm-long and 2-cm-deep metal plate to represent the CE (Fig. 2). According to Passchier et al. (2008PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.), a dyke may be represented by a CE with a rheology that is different from that of the matrix.

Figure 2
A photograph of the initial experimental setup in plan view (model CIS90). The silicone is grey, and the front walls are black. The thick arrow indicates the direction of the movement of the upper half of the box, and the thin double arrows indicate the bulk simple shear.

To simulate the kinematics of the ultramafic dyke in nature documented by an S/C mylonitic foliation in the contact zones, we coated the rigid CE with a thin film of liquid soap to simulate the slip of the CE during the experiment.

During progressive deformation, the models were photographed at intervals of 1 cm of linear dislocation (γ = 0.16). We measured the CE rotation angle (ω) and the offset of the central marker line (CML, in Fig. 3) on the photographs.

Figure 3
Schematic representation of the marker horizons. The marker lines are labelled with numbers to facilitate the description in the text. CE = cross-cutting element; CE' = cross-cutting element after rotation; CML = central marker line; ϕ = angle between the CE and the marker lines that are parallel to the shear zone boundary; ω = CE rotation angle during progressive deformation; blocks are named east and west blocks relative to the CE.

The use of silicone to reproduce the rheologic conditions in the east Quadrilátero Ferrífero is reasonable because the metamorphic grade reached the amphibolite facies during the Brasiliano tectonic event (Barbosa et al. 2012BARBOSA PF AND LAGOEIRO L. 2012. Sheared-bedding parallel quartz vein as an indicator of deformation processes. Tectonophys 564-565: 101-113.). Considering the sparse knowledge of the flow parameters during the formation of natural, mesoscopic ductile shear zones, we preferred not to present any scale factors in this study. Grasemann and Stüwe (2001GRASEMANN B AND STÜWE K. 2001. The development of flanking folds during simple shear and their use as kinematic indicators. J Struct Geol 23: 715-724.) showed that no significant difference in the geometry of flanking folds developed in linear or power-law viscous materials. In addition, Kocher and Mancktelow (2006KOCHER T AND MANCKTELOW NS. 2006. Flanking structure development in anisotropic viscous rock. J Struct Geol 28: 1139-1145.) showed that passive planar elements (foliation or metamorphic banding) do not necessarily modify the flow field; therefore, we are not concerned with the mechanical anisotropy of passive planar elements in this study.

RESULTS

Photographs of the progressive deformation of analog experiments are presented in Fig. 4 with the instantaneous flanking structures at intervals of γ = 0.32.

Figure 4
Photographs of the progressive deformation of the seven analog experiments CIS15, CIS30, CIS70, CIS90, CIS110, CIS150 and CIS165. Each experiment is shown in intervals of γ = 0.32, which correspond to 2-cm intervals of linear dislocation. The height of the photographs corresponds to 12 cm.

Analysis of the photographs showed that the sinistral shear produced different CE rotation angles. Plots of the CE rotation (using the angle ω) against the shear strain are presented in Fig. 5 and reveal that the final CE angle ɸ depends on its initial position. The total ω was small in the experiments CIS165, CIS150 and CIS15 (4°, 9° and 13°, respectively), medium in the experiment CIS30 (31°) and high in the experiments CIS70, CIS90 and CIS110 (59°, 53° and 46°, respectively). According to Kocher and Mancktelow (2005KOCHER T AND MANCKTELOW NS. 2005. Dynamic reverse modelling of flanking structures: a source of quantitative kinematic information. J Struct Geol 27: 1346-1354.) and Mancktelow (2011MANCKTELOW NS. 2011. Deformation of an elliptical inclusion in two-dimensional incompressible power-law viscous flow. J Struct Geol 33: 1378-1393.), for a very elongate inclusion such as our CE the rotation should be effectively identical to that of a passive line, irrespective of the viscosity contrast. Ghosh and Ramberg (1976GHOSH SK AND RAMBERG H. 1976. Reorientation of inclusions by combination of pure shear and simple shear. Tectonophys 34: 1-70. ) have shown that the maximum and minimum rate of rotation of an elongate inclusion in simple shear models occur when the inclusion is at a right angle and parallel to the direction of the simple shear, respectively. A high rotation rate produces a higher angle of rotation than a low rate, which explains the different ω values observed in our experiments.

Figure 5
Plots of the CE rotation angle (ω) during progressive deformation against shear strain γ.

The high total ω in models CIS70, CIS90 and CIS110 corresponds to the high offsets of the central marker lines (between 2.3 cm and 3.3 cm). Models CIS15 and CIS165 reveal small offsets, while CIS150 and CIS30 show zero offset. If we compare the first marker horizon (horizon (1), in Fig. 3) in adjacent blocks, we observe that the offset is large in model CIS15, decreases progressively in models CIS30 and CIS70 and is absent in models CIS90, CIS110, CIS150 and CIS165. Overall, independent of ω, slips are random and flexures of the marker horizons near the CE are irregular. Exner et al. (2004EXNER U , MANCKTELOW N ANDGRASEMANN B . 2004. Progressive development of s-type flanking folds in simple shear. J Struct Geol 26: 2191-2201.) showed that the amount and even the sense of slip along the CE changes during the progressive deformation. Here, it is important to emphasize that the quantitative kinematics were not analyzed in detail in this study. Instead, the aim of this study was to describe the instantaneous effects of the rotation of the CE.

In Fig. 6, we summarize our seven experiments at final deformation. The experimental results show that the marker line deflections along the same block are heterogeneous. Marker lines 1 and 2 (which form layer 1 in Fig. 3) exhibit different deflection and offset geometries than marker lines 4 and 5 (which form layer 2 in Fig. 3). Independent of their magnitude, marker lines 1 and 2 always show increasing offset or deflection in the upward direction along the CE, and marker lines 4 and 5 show decreasing offset or deflection in the downward direction (Fig. 6a). Thus, layer 1 reveals thickening of the silicone at the upper tip of the CE (in the observation plane) in the east blocks in all models (Fig. 6b) in addition to a concomitant thinning at the opposite tip in the same block. In all of the experiments, thickening and thinning of the hanging wall of the CE was always the opposite of the thickening and thinning of the footwall.

Figure 6
Summary of our final flanking structures. In (a), we present marker lines only. In (b), we highlight the thickening and thinning (grey) domains. The heights of the figures correspond to 15 cm. CE = cross-cutting element; CML = central marker line.

DISCUSSION

Previous analog models mostly modelled the CE as a weak inclusion (Odonne 1990ODONNE F. 1990. The control of deformation intensity around a fault: natural and experimental examples. J Struct Geol 12: 911-921., Exner et al. 2004EXNER U , MANCKTELOW N ANDGRASEMANN B . 2004. Progressive development of s-type flanking folds in simple shear. J Struct Geol 26: 2191-2201., 2006), with the exception of Passchier et al. (2008PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.), who simulated a rigid CE. While a weak CE, such as a lubricated cut in the silicone, undergoes stretching during deformation, our rigid CE acted as an obstacle and led to local thickening and thinning at the opposite CE terminations of the same block and to irregular marker line-deflections even under low strain (Fig. 6).

Several authors have used similar deformation rigs to simulate strike-slip structures and have obtained homogenous deformation in purely brittle (e.g., Guerroué and Cobbold 2006GUERROUÉ E AND COBBOLD PR. 2006. Influence of erosion and sedimentation on strike-slip fault systems: insights from analogue models. J Struct Geol 28: 421-430.) and ductile-brittle models (e.g., Richard et al. 1991RICHARD P, MOCQUET B ANDCOBBOLD PR . 1991. Experiments on simultaneous faulting and folding above a basement wrench fault. Tectonophys 188: 133-141., Casas et al. 2001CASAS AM, GAPAIS D, NALPAS T, BESNARD K AND ROMÁN-BERDIEL T. 2001. Analogue models of transpressive systems. J Struct Geol 23: 733-743.). In our experiments, the movement of one half of the experimental box caused the silicone flow and rotation of the CE. However, the rotation of the CE was slightly slower than the silicone flow. Thus, the silicone became thicker at the upper tip of the CE in the east block and at the lower tip of the CE in the west block, producing irregular marker-line deflections.

In the present models, the unequal marker-line deflections and offsets along the same CE-block and along adjacent blocks deviate strongly from the regular flanking structure geometries obtained by Passchier et al. (2008PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.). In their experiments, trains of hook-type flanking folds developed in the hanging wall and footwall, with axial surfaces parallel to the CE. These observed differences are related to the distinct deformation set up, which included a box with flexible plastic walls and a lubricated bottom.

The deformation produced by rigid inclusions embedded in ductile matrixes during simple shear in analog models has been investigated by several authors (Ghosh 1975GHOSH SK. 1975. Distortion of planar structures around rigid spherical bodies. Tectonophys 28: 185-208. , Ghosh and Ramberg 1976, Marques and Cobbold 1995MARQUES FG ANDCOBBOLD PR . 1995. Development of highly non-cylindrical folds around rigid ellipsoidal inclusions in bulk simple shear regimes: natural examples and experimental modelling. J Struct Geol 17: 589-602., Rosas et al. 2002ROSAS F, MARQUES FO, LUZ A ANDCOELHO S . 2002. Sheath folds formed by drag induced by rotation of rigid inclusions in viscous simple shear flow: nature and experiment. J Struct Geol 24: 45-55.). Previous studies have indicated that rigid inclusions act as an obstacle and consequently produce perturbations in laminar flow, resulting in complex strain patterns. Ghosh (1975) suggests that in simple shear, the distortion of a pre-existing foliation around a rigid spherical body, such as a porphyroblast, always produces a drag-pattern. The geometry (e.g., asymmetric, symmetric, with the same or different sense of drag) will depend on the amount of deformation and on the initial angle between the marker-lines and the direction of the simple shear.

The preferential non-coaxial silicone bulk flow has been tested in this study by using two previous experiments with and without the CE (Fig. 7). Fig. 7a shows the sigmoidal deformation of the vertical lines of an original quadratic grid drawn on the silicone. The continuous lines and the central segment of the dashed lines correspond to tiny ripples that represent the flow lines of the silicone that were perturbed by the introduction of the CE, as shown in Fig. 7b. The CE causes the deviation of the flow lines that consequently contour the obstacle's terminations. The east and west blocks show similar flow line configurations. In our seven experiments, the heterogeneous deflection geometries and offsets of the marker horizons near the CE suggest that the flow lines varied based on the initial orientation of the CE.

Figure 7
Photographs and line drawings of the silicone flow trajectory after a sinistral simple shear of γ = 0.8 (5 cm of linear dislocation) in previous models. (a) Without the CE and monitored by an initial square grid. (b) With the CE in a model set up with four horizontal marker horizons. In the photographs, silicone is grey; the thin double arrows indicate the bulk simple shear and the thick arrow shows the movement of the upper half of the experimental box.

Instantaneous perturbation flow fields were produced around the inclusions in the numerical models presented by Passchier et al. (2005PASSCHIER C , MANCKLETOW NS ANDGRASEMANN B . 2005. Flow perturbations: a tool to study and characterize heterogeneous deformation. J Struct Geol 27: 1011-1026.). These authors present the instantaneous perturbation fields around an elongated inclusion characterized by a weaker rheology than that of the matrix for various orientations. In addition, these authors compared their result to the flanking structures that were studied by several other authors, including Grasemann and Stüwe (2001GRASEMANN B AND STÜWE K. 2001. The development of flanking folds during simple shear and their use as kinematic indicators. J Struct Geol 23: 715-724.) and Grasemann et al. (2003). In the case of inclusions that are stronger than the matrix, the authors suggest perturbation flow patterns that have the same geometry and magnitude but opposite directions. This pattern was also the case for the CE in our models (see Passchier et al. 2005 for a detailed description).

THE EXPERIMENTAL FLANKING FOLDS AND THE FÁBRICA NOVA SYNFORM

Rossi and Endo (2015ROSSI DQ AND ENDO I. 2015. A structural model of the Fábrica Nova region, Santa Rita syncline, Quadrilátero Ferrífero: flanking folds as a folding mechanism. REM 68: 153-162.) concluded that the Fábrica Nova synform on the eastern flank of the Santa Rita syncline in the east-central region of the Quadrilátero Ferrífero (Fig. 8) is a flanking fold based on detailed and regional scale litho-structural mapping of the Fábrica Nova Mine and its surrounding area. According to Dorr (1969DORR JVN. 1969. Physiographic, stratigraphic and structural development of the Quadrilátero Ferrífero, Minas Gerais, Brazil. US Geol Surv Prof Pap 641-A: 1-110.), Maxwell (1972MAXWELL CH. 1972. Geology and ore deposits of the Alegria district, Brazil. Washington. US Geol Surv Prof Pap 341J, 72 p.) and Rossi and Endo (2015), the Santa Rita syncline formed during the Transamazonian event (2.1 - 2.0 Ga) and consists of a sub-regional reclined synclinorial fold that is cut by a complex system of thrust faults and mafic and ultramafic dykes. The Fábrica Nova synform is an isolated, open fold (with a wavelength of a few kilometers) with a Z-asymmetric fold geometry in the horizontal view and a high E-SE plunge (Figs. 9a and b). Rossi and Endo (2015) concluded that the clockwise vorticity of the folds resulted from a local north-south simple shear. According to the authors, this local simple shear resulted from a regional partitioning process around an ultramafic dyke during the E-W Brasiliano crustal shortening tectonic event (0.6 - 0.8 Ga). The shortening produced the clockwise rotation of the ultramafic dyke that acted as a rigid CE relative to the north-south marker horizon (the Cauê Formation) and consequently produced the flanking fold. North-south trending shear zones are common features in the Neoprotorozoic Araçuaí Orogen east of the Quadrilátero Ferrífero. According to Teixeira-Silva et al. (2009TEIXEIRA-SILVA CM, ALKMIM FF AND PEDROSA-SOARES AC. 2009. Geometria e evolução do Feixe de Zonas de Cisalhamento Manhuaçu - Santa Margarida, Orógeno Araçuaí, MG. REM 62: 23-34.), one of the main structures of the crystalline core of the Araçuaí Orogen was nucleated as a north-south, regional, west-verging contractional shear zone system that was partly reactivated by a dextral strike-slip deformation phase.

Figure 8
Simplified geological map and the location of the Fábrica Nova Mine region in the Quadrilátero Ferrífero, Minas Gerais, Brazil (modified from Dorr 1969DORR JVN. 1969. Physiographic, stratigraphic and structural development of the Quadrilátero Ferrífero, Minas Gerais, Brazil. US Geol Surv Prof Pap 641-A: 1-110.).

Figure 9
(a) Schematic map representing the top surface of the Cauê Formation (Quadrilátero Ferrífero) before and after the formation of the flanking fold (modified from Rossi and Endo 2015ROSSI DQ AND ENDO I. 2015. A structural model of the Fábrica Nova region, Santa Rita syncline, Quadrilátero Ferrífero: flanking folds as a folding mechanism. REM 68: 153-162.). CE = cross-cutting element. The thick arrow indicates the sense and direction of the Brasiliano shortening event. (b) Structural data from the Fábrica Nova region: stereoplots refer to the orientation of the poles of the bedding planes of the Cauê Formation (n = number of measurements, B = average orientation of flanking fold axis. (c) Comparison of the flanking fold of the Cauê Formation and the line drawings of the final flanking structures of the models CIS90, CIS110, CIS150 and CIS165 with layer (1) shown in bold.

Fig. 9c shows line drawings of our experimental models CIS90, CIS110, CIS150 and CIS165 arranged in the same position as the Fábrica Nova synform (presenting dextral simple shear). This arrangement reveals folding structures similar to those in the natural Fábrica Nova synform. Among those experiments, the model CIS90 was the most similar to the Fábrica Nova synform due to the final orientation of the CE. Conversely, due to their initial CE-orientations, models CIS15, CIS30 and CIS70 were not comparable to the Fábrica Nova synform.

Because flanking structures are normally described in the literature at the outcrop scale, the dimensions of the Fábrica Nova flanking fold are atypical. Nevertheless, the scale of flanking folds has already been discussed by Wiesmayer and Grasemann (2005GRASEMANN B , MARTEL S AND PASSCHIER C. 2005. Reverse and normal drag along a fault. J Struct Geol 27: 999-1010.). These authors suggested that flanking folds should constitute a new fault-related fold model in addition to those usually described in fold and thrust belts (e.g., fault-bend folds, fault propagation folds, detachment folds and break-thrust folds). The main characteristics of this new fault-related fold model would be the rotation of a transversal element and the presence of folds in both the hanging wall and footwall. According to Exner et al. (2006EXNER U, GRASEMANN B AND MANCKTELOW N. 2006. Multiple faults in ductile shear zones: analogue models of flanking structure systems. In: Buiter SJH and Schreurs G (Eds), Analogue and Numerical Modelling of Crustal-scale Processes. Geol Soc Special Publ 253: 381-395.), the effects of flow perturbations along a CE are independent of scale.

CONCLUSIONS

The simulation of flanking structures in a silicone filled rectangular rig that differs from previous deformation boxes by imposing strike-slip motion of half of the box corroborates the results of earlier analog experiments and the proposal that the Fábrica Nova synform represents a flanking fold.

Our analog experiments agree with previous numerical and analog models as follows:

- The final geometry of flanking structures is controlled by the initial angle ϕ of the CE, which influences the magnitude of the rotation angle, ω.

- The simple shear produces homogeneous thickening and thinning at the CE terminations, which is an inherent feature of most flanking structures, independent of the type of CE.

- The slip and the geometry of the marker lines near the CE suggest that flanking folds were formed by perturbations of the local flow field.

In contrast with previous flanking fold analog models, the strong thickening and thinning processes produced heterogeneous marker-horizon deformation in this study. In four experiments (models CIS90, CIS110, CIS150 and CIS165), this process generated flexures of the outermost marker horizon that matched those of the Fábrica Nova synform.

We suggest that the north-south simple shear, which is recognized in the east Quadrilátero Ferrífero by Rossi and Endo (2015ROSSI DQ AND ENDO I. 2015. A structural model of the Fábrica Nova region, Santa Rita syncline, Quadrilátero Ferrífero: flanking folds as a folding mechanism. REM 68: 153-162.), produced local perturbations of the flow field around the mafic dyke that were similar to those described in the analog experiments.

ACKNOWLEDGMENTS

The authors are grateful to the Fundação de Amparo à Pesquisa do Estado de Minas Gerais (FAPEMIG) (CRA-APQ-01672-11 and CRA-PPM-00531-13) for funding the research and to the Universidade Federal de Ouro Preto (UFOP) for providing financial support for language editing. We thank Neil Mancktelow and an anonymous referee for their constructive reviews.

REFERENCES

  • BARBOSA PF AND LAGOEIRO L. 2012. Sheared-bedding parallel quartz vein as an indicator of deformation processes. Tectonophys 564-565: 101-113.
  • CASAS AM, GAPAIS D, NALPAS T, BESNARD K AND ROMÁN-BERDIEL T. 2001. Analogue models of transpressive systems. J Struct Geol 23: 733-743.
  • DORR JVN. 1969. Physiographic, stratigraphic and structural development of the Quadrilátero Ferrífero, Minas Gerais, Brazil. US Geol Surv Prof Pap 641-A: 1-110.
  • DRUGUET E, PASSCHIER CW, CARRERAS J, VICTOR P AND DEN BROK S. 1997. Analysis of a complex high-strain zone at Cap de Creus, Spain. Tectonophys 280: 31-45.
  • EXNER U AND DABROWSKI M. 2010. Monoclinic and triclinic 3D flanking structures around elliptical cracks. J Struct Geol 32: 2009-2021.
  • EXNER U, GRASEMANN B AND MANCKTELOW N. 2006. Multiple faults in ductile shear zones: analogue models of flanking structure systems. In: Buiter SJH and Schreurs G (Eds), Analogue and Numerical Modelling of Crustal-scale Processes. Geol Soc Special Publ 253: 381-395.
  • EXNER U , MANCKTELOW N ANDGRASEMANN B . 2004. Progressive development of s-type flanking folds in simple shear. J Struct Geol 26: 2191-2201.
  • GAYER RA, POWELL DA AND RHODES R. 1978. Deformation against metadolerite dykes in the Caledonides of Finnmark, Norway. Tectonophys 46: 99-11.
  • GHOSH SK. 1975. Distortion of planar structures around rigid spherical bodies. Tectonophys 28: 185-208.
  • GHOSH SK AND RAMBERG H. 1976. Reorientation of inclusions by combination of pure shear and simple shear. Tectonophys 34: 1-70.
  • GRASEMANN B , MARTEL S AND PASSCHIER C. 2005. Reverse and normal drag along a fault. J Struct Geol 27: 999-1010.
  • GRASEMANN B AND STÜWE K. 2001. The development of flanking folds during simple shear and their use as kinematic indicators. J Struct Geol 23: 715-724.
  • GRASEMANN B , STÜWE K AND VANNAY JC. 2003. Sense and non-sense of shear in flanking structures. J Struct Geol 25: 19-34.
  • GUERROUÉ E AND COBBOLD PR. 2006. Influence of erosion and sedimentation on strike-slip fault systems: insights from analogue models. J Struct Geol 28: 421-430.
  • HUDLESTON PJ. 1989. The association of folds and veins in shear zones. J Struct Geol 11: 949-957.
  • KOCHER T AND MANCKTELOW NS. 2005. Dynamic reverse modelling of flanking structures: a source of quantitative kinematic information. J Struct Geol 27: 1346-1354.
  • KOCHER T AND MANCKTELOW NS. 2006. Flanking structure development in anisotropic viscous rock. J Struct Geol 28: 1139-1145.
  • MANCKTELOW NS. 2011. Deformation of an elliptical inclusion in two-dimensional incompressible power-law viscous flow. J Struct Geol 33: 1378-1393.
  • MARQUES FG ANDCOBBOLD PR . 1995. Development of highly non-cylindrical folds around rigid ellipsoidal inclusions in bulk simple shear regimes: natural examples and experimental modelling. J Struct Geol 17: 589-602.
  • MAXWELL CH. 1972. Geology and ore deposits of the Alegria district, Brazil. Washington. US Geol Surv Prof Pap 341J, 72 p.
  • MUKHERJEE S. 2014. Review of flanking structures in meso- and micro-scales. Geol Mag 151: 957-974.
  • MULCHRONE KF. 2007. Modelling flanking structures using deformable high axial ratio ellipses: Insights into finite geometries. J Struct Geol 29: 1216-1228.
  • ODONNE F. 1990. The control of deformation intensity around a fault: natural and experimental examples. J Struct Geol 12: 911-921.
  • PASSCHIER C . 2001. Flanking structures. J Struct Geol 23: 951-962.
  • PASSCHIER C , HEESAKKERS V AND COELHO S. 2008. Two mechanisms for forming flanking folds In: De Paor DG (Ed), Making Sense of Shear (In honour of Carol Simpson). J Virtual Expl Electronic Edition.
  • PASSCHIER C , MANCKLETOW NS ANDGRASEMANN B . 2005. Flow perturbations: a tool to study and characterize heterogeneous deformation. J Struct Geol 27: 1011-1026.
  • RICHARD P, MOCQUET B ANDCOBBOLD PR . 1991. Experiments on simultaneous faulting and folding above a basement wrench fault. Tectonophys 188: 133-141.
  • ROSAS F, MARQUES FO, LUZ A ANDCOELHO S . 2002. Sheath folds formed by drag induced by rotation of rigid inclusions in viscous simple shear flow: nature and experiment. J Struct Geol 24: 45-55.
  • ROSSI DQ AND ENDO I. 2015. A structural model of the Fábrica Nova region, Santa Rita syncline, Quadrilátero Ferrífero: flanking folds as a folding mechanism. REM 68: 153-162.
  • TEIXEIRA-SILVA CM, ALKMIM FF AND PEDROSA-SOARES AC. 2009. Geometria e evolução do Feixe de Zonas de Cisalhamento Manhuaçu - Santa Margarida, Orógeno Araçuaí, MG. REM 62: 23-34.
  • WIESMAYR G ANDGRASEMANN B . 2005. Sense and non-sense of shear in flanking structures with layer-parallel shortening: implications for fault-related folds. J Struct Geol 27: 249-264.
  • ZUBRIGGEN R, KAMBER BS, HANDY MR AND NÄGLER TF. 1998. Dating synmagmatic folds: a case of study of Schlingen Structures in the Strona-Ceneri Zone (Southern Alps, northern Italy). J Metmorph Geol 16: 403-414.

Publication Dates

  • Publication in this collection
    31 July 2017
  • Date of issue
    Jul-Sep 2017

History

  • Received
    06 June 2016
  • Accepted
    22 Feb 2017
Academia Brasileira de Ciências Rua Anfilófio de Carvalho, 29, 3º andar, 20030-060 Rio de Janeiro RJ Brasil, Tel: +55 21 3907-8100 - Rio de Janeiro - RJ - Brazil
E-mail: aabc@abc.org.br