Redirigiendo al acceso original de articulo en 19 segundos...
Inicio  /  Andean Geology  /  Vol: 36 Núm: 1 Par: 0 (2009)  /  Artículo
ARTÍCULO
TITULO

Ophiolite Emplacement and the Effects of the Subduction of the Active Chile Ridge System: Heterogeneous Paleostress Regimes Recorded in the Taitao Ophiolite (Southern Chile).

Eugenio E. Veloso    
Ryo Anma    
Atsushi Yamaji    

Resumen

The repeated north and southward migration of the Chile Triple junction, offshore the Peni­nsula de Taitao, is expected to have imposed contrasting stress fields in the forearc for the last 6 Ma because of changes in convergence direction and rate of subducting plates. NNW-SSE to E-W and minor NE-SW striking brittle faults developed in the plutonic units of the Mio-Pliocene Taitao Ophiolite, whereas NNE-SSW and minor NW-SE trending faults developed in its eastern border (Bahi­a Barrientos fault-zone). These brittle faults are studied to elucidate the style of ophiolite emplacement and the tectonic effects resulting from the alternated migration of the Chile Triple junction in the area. Analyses of heterogeneous fault-slip data on both areas suggest that faults were activated by different stress fields. Two different compressional stress fields were identified in the plutomc units (A and B), whereas three different stress fields, ranging from compressional to strike-slip, were identified in the Bahi­a Barrientos fault-zone (C, D and E). Calculated directions of Oj axes for A, C, D and E solutions are mostly E-W trending, roughly similar to the convergence direction of subducting plates, whereas that for B solution is counterclockwise rotated ca. 60° with respect to the previous E-W trend. Brittle structures related to solution B were attributed to an early deformation of the ophiolite, most probably developed shortly after its emplacement {ca. 6 Ma). These structures were further counterclockwise rotated, while new structures (related to solution A) developed in the plutomc units in order to absorb the continuous deformation. In the eastern margin of the ophiolite, the stress field divided inte compressional and strike-slip components. During periods of relatively strong compression (fast subduction of the Nazca pl­ate), the fault-zone experienced well defined compressional and strike-slip movements (solutions C and D). In contrast, during periods of relatively weak compression (slow subduction of the Antarctic plate), the fault-zone experienced a complex mixture of thrust and strike-slip movements (solution E). Thus, the wide range of calculated stress ratios for all solutions could be attributed to the alternated change in convergent velocity of the subducting plates beneath the Taitao Area.

 Artículos similares

       
 
Aaron A. Akin, Gia Nguyen and Aleksey Y. Sheshukov    
Soil erosion by water on agricultural hillslopes leads to numerous environmental problems including reservoir sedimentation, loss of agricultural land, declines in drinking water quality, and requires deep understanding of underlying physical processes f... ver más
Revista: Water

 
Ayman El-Zohairy, Hani Salim, Hesham Shaaban and Mahmoud T. Nawar    
Fatigue in steel?concrete composite beams can result from cyclic loading, causing stress fluctuations that may lead to cumulative damage and eventual failure over an extended period. In this paper, the experimental findings from fatigue loading tests on ... ver más
Revista: Infrastructures

 
Samar Gourav Pati, Biswaranjan Paital and Dipak Kumar Sahoo    
Effects of varied sediment and physico-chemical properties of water on allantoin content in tissues of Scylla serrata and its role in antioxidant homeostasis were investigated. Tissues of crabs were sampled from different coastal natural habitats of S. s... ver más
Revista: Water

 
Fengge Li, Chen Chen and Zehui Xiang    
To investigate the effects of concrete canvas (CC) and carbon fiber reinforced plastic (CFRP) reinforcement on the mechanical properties of corroded reinforced concrete columns (compressive strength, flexure strength, strength of extension, and so on), 4... ver más
Revista: Buildings

 
Hongjun Li, Baoyun Zhao, Zhengjun Hou and Hongyao Min    
The foundations of bridges and other tall buildings are often subjected to cyclic loads. Therefore, it is essential to investigate the mechanical properties of rock?concrete composite foundations under cyclic loads. In this paper, uniaxial cyclic loading... ver más
Revista: Buildings