2008
DOI: 10.1007/s11629-008-0237-2
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Numerical modeling of neotectonic movements and state of stresses in the central Seismic Gap region, Garhwal Himalaya

Abstract: This paper presents finite element modeling (FEM) to simulate the present-day stress field and crustal deformation using NE-SW structural section in the central Seismic Gap region of the Garhwal Himalaya. Our study deals with the effect of geometrical characteristics and rock layer parameters on the upper crust. Modeling results show that two types of tectonic regimes developed in the central Seismic Gap region: the geotectonics of the northern part has been controlled by regional compression, whereas southern… Show more

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Cited by 6 publications
(3 citation statements)
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References 48 publications
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“…The important part of the mathematical formulations about the software is provided and successfully applied in previous studies [12,[38][39][40].…”
Section: Finite Element Modellingmentioning
confidence: 99%
See 1 more Smart Citation
“…The important part of the mathematical formulations about the software is provided and successfully applied in previous studies [12,[38][39][40].…”
Section: Finite Element Modellingmentioning
confidence: 99%
“…These intra-continental tectonic features, general seismic phenomenon, major folds and other deformation structures indicate the predominantly compressional tectonic regime of the Himalaya. However, lately, a variety of extensional expressions and normal faults have been recognized in the southern Tibet [6,12,13]. Although it is believed that these extensional structures are generally restricted only in the southern Tibet [6,12]; however, recent research has shown that normal faults and other extensional features are not restricted only within southern Tibet but distributed in the several sectors of the Himalaya [14][15][16][17][18][19].…”
Section: Introductionmentioning
confidence: 99%
“…FEM has successfully proved to be a powerful method for simulating pull-apart basin geometries and deformation mechanisms, [1,2,7,16,18,19]. In this study, we applied a 2D-finite element software package developed by Hayashi [24], which has been used widely by Joshi and Hayashi, [25][26][27]. Similar to most mesh-based numerical methods, bodies of rocks in this program are represented by triangular elements and each element is assigned appropriate material properties, such as density, Young's modulus, cohesion and angle of internal friction.…”
Section: Modellingmentioning
confidence: 99%