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上海及邻区新构造应力场初步探讨 被引量:3

A PRELIMINARY STUDY OF THE NEOTECTONIC STRESS FIELD IN SHANGHAI AND ITS VICINITY
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摘要 本文从活动断裂、水系分布方向、地震震源机制解三个方面,对上海及邻区新构造应力场进行了探讨。从新构造期活动断裂的力学性质分析,本区主压应力场方向为北东东至近东西;从水系河谷分布的优势方向推论出的主压应力场方向为96°左右;用本区56个地震震源机制解的 P轴赤平极射投影的极点统计分析法,确定主压应力方向约为80°;三者大体一致,说明它们是同一构造应力场的产物,其主压应力场方向为近东—西向。 The active faults,valley trends and fault plane solutions of earthquake data are used todetermine the Neotectonic stress directions in Shanghai and its vicinity.In accordance with the mech-anical properties of active faults,the principal compressive stress tends to NEE and approximatelyE-W directions.The valley trends show that the direction of the principal compressive stress is about96 degree.Based on the point contour diagram of fifty-six p-axes of fault plane solutions,themaxmum compressive stress is about 80 degree.These three methods show that the principalNeotectonic compressive stress in this region is approximately in the E-W direction.Theyare produced by the same tectonic stress field.
作者 朱履熹
出处 《上海地质》 1990年第1期45-55,共11页
关键词 活动断型 地震 震源 构造应力场 active faults valley trends fault plane solution of earthquakes principal compressive stress
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  • 1姜兆怀,吴庆林.华东沿海海平面变化与地震关系的讨论[J]地壳形变与地震,1988(02).
  • 2姜兆怀,王宗保,王恩铭.江苏地区近期垂直形变特征与地震[J]地壳形变与地震,1984(01).

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