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基于地震震源机制的青藏高原现今构造应力场反演OA

Present-Day Tectonic Stress Field Inversion of the Qinghai-Xizang Plateau Based on Seismic Focal Mechanisms

中文摘要英文摘要

基于MSATSI方法,以1°×1°网格反演青藏高原现今构造应力场.结果表明:1)震源机制解以走滑型和逆断型为主,72.70%的P轴和58.97%的T轴倾伏角小于30°,表明青藏高原主要受水平挤压和剪切应力作用.2)应力形因子R值在高原边缘明显高于内部,76.21%的最大主压应力轴σ1倾伏角小于15°,整体呈近NNE-SSW向.3)青藏高原东缘最大水平主应力SHmax围绕东构造结呈顺时针旋转.浅层地壳(0~10 km)SHmax方向与GPS速度场一致,受现今活动构造控制;龙门山以北的青藏高原东北缘10~20 km深度SHmax逆时针偏转20°~30°,指示深浅部应力场解耦,可能与上部走滑和深部逆冲增厚的差异变形机制有关.

Based on the MSATSI method with 1°× 1° grid resolution,we inverted the present-day tec-tonic stress field of the Qinghai-Xizang plateau.The results show that:1)The focal mechanisms are predominantly strike-slip and thrust types,with 72.70%of P-axes and 58.97%of T-axes plunging less than 30°,indicating that the Qinghai-Xizang plateau is dominated by horizontal compression and shear stress.2)The stress shape ratio R is significantly higher at the plateau margins than in the inte-rior,with 76.21%of maximum principal compressive stress axes(σ1)plunging less than 15° and tren-ding overall NNE-SSW.3)The maximum horizontal stress(SHmax)of Qinghai-Xizang plateau rotates clockwise around the eastern syntaxis.In the shallow crust(0 to 10 km),SHmax direction aligns with GPS velocity fields and is controlled by active tectonics.SHmax of the northeast margin of Qinghai-Xi-zang plateau,northeast of the Longmenshan,rotates counterclockwise by 20° to 30° at 10 to 20 km depth,indicating decoupling between shallow and deep stress fields,likely associated with differential deformation mechanisms of upper strike-slip and deep thrust thickening.

张明明;周新锁;李晓晖;袁峰;丁静;王亮

合肥工业大学资源与环境工程学院,合肥,230009||安徽省战略性矿产资源深部探测与评价利用重点实验室,合肥,230009合肥工业大学资源与环境工程学院,合肥,230009||安徽省战略性矿产资源深部探测与评价利用重点实验室,合肥,230009合肥工业大学资源与环境工程学院,合肥,230009||安徽省战略性矿产资源深部探测与评价利用重点实验室,合肥,230009合肥工业大学资源与环境工程学院,合肥,230009||安徽省战略性矿产资源深部探测与评价利用重点实验室,合肥,230009合肥工业大学资源与环境工程学院,合肥,230009||安徽省战略性矿产资源深部探测与评价利用重点实验室,合肥,230009安徽省地质测绘技术院,合肥,230022

天文与地球科学

青藏高原震源机制应力场反演MSATSI最大水平主应力

Qinghai-Xizang plateaufocal mechanismstress field inversionMSATSImaximum horizontal stress

《大地测量与地球动力学》 2026 (5)

522-529,8

国家自然科学基金(42272341)国家重点研发计划(2024YFC2909202).

10.14075/j.jgg.2025.06.210

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