2-D viscoelastic FEM simulation on stress state in the deep part of a subducted slab

The characteristics of the stress fields in deep subducting slabs are studied using viscoelastic plain strain finite element method. When introducing the new rheology structure given by Karato, et al into our computation, there emerge two regions with great shear stress just below the olivine-spinel...

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Bibliographic Details
Published inActa seismologica sinica Vol. 15; no. 3; pp. 301 - 308
Main Authors Liu, Ya-jing, Ye, Guo-yang, Mao, Xing-hua, Ning, Jie-yuan
Format Journal Article
LanguageEnglish
Chinese
Published Beijing Springer Nature B.V 01.05.2002
Department of Geophysics, Peking University, Beijing 100871, China
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Summary:The characteristics of the stress fields in deep subducting slabs are studied using viscoelastic plain strain finite element method. When introducing the new rheology structure given by Karato, et al into our computation, there emerge two regions with great shear stress just below the olivine-spinel phase transition zone, which encompass the low viscosity zone below the lower tip of the metastable wedge. Further, the directions of the main compressional stress of these two regions are all along the dip direction of the slab. These are in accordance with the seismic observations that there are two deep seismic zones in a slab and the directions of the main compressional stress in these two seismic zones are along the dip direction of the slab. Smaller effective viscosity probably caused by smaller grain size in the phase transformation zone does not have great influence on the stress state in the deep part of the slab. There is the maximum of shear stress at the transition region from olivine to spinel and the direction of the main compressional stress in this region is roughly perpendicular to the trend of the phase boundary no matter whether there exists metastable wedge, which nevertheless do not correspond to some well-known seismic observations.
Bibliography:P315.72+7
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ISSN:1000-9116
1674-4519
1993-1344
1867-8777
DOI:10.1007/s11589-002-0063-5