The method of sliding direction fitting is used to determine stress districts, taking the shear stress directions andratios of shear stress to stress on fault planes given by focal mechanism solutions as the criteria ...The method of sliding direction fitting is used to determine stress districts, taking the shear stress directions andratios of shear stress to stress on fault planes given by focal mechanism solutions as the criteria to select focalmechanism solutions of one region and sorting out the ear'thquakcs controlled by different tectonic stfess fields,and then determining the stress districts from epicenter distribution of eanhquakes. We call this method as step bystep convergence method. By inversion analyzing of 297 focal mechanism solutions, we consider that SouthwestChina and its adjacent area can be divided into 5 stress districts, and we worked out directions of the three principal stresses and values of shape factor gi in 5 stress districts.展开更多
By using 126 earthquake focal mechanism solutions (M S≥4.7) during the period of 1963～1998, modern tectonic stress field in North China is inverted by means of the step by step convergence. The inversion results ind...By using 126 earthquake focal mechanism solutions (M S≥4.7) during the period of 1963～1998, modern tectonic stress field in North China is inverted by means of the step by step convergence. The inversion results indicate that the tectonic stress field in the research region is clearly variational in space and time: (1) The middling principal stress axis σ 2 is basically vertical. The maximum and minimum principal stress axes σ 1 and σ 2 are nearly horizontal, but the azimuths of σ 1 and σ 3 are inconsistent in different districts and periods. (2) Before the Tangshan earthquake in 1976, the three principal stress axes are uniform. The azimuth of maximum principal stress axis σ 1 is 68° (striking in a NEE-SWW direction). (3) After the Tangshan earthquake, the maximum principal stress axis σ 1 and minimum principal stress axis σ 3 have variations in different districts. In the northern area of North China and on the eastern side of the Tancheng-Lujiang fault zone, the maximum principal stress axis σ 1 is also striking in a NEE-SWW direction. Its azimuth is 68°. It is the same as that before the Tangshan earthquake. In the southern area of North China, the maximum principal stress axis σ 1 is striking in a E-W direction and its azimuth is 87°.展开更多
文摘The method of sliding direction fitting is used to determine stress districts, taking the shear stress directions andratios of shear stress to stress on fault planes given by focal mechanism solutions as the criteria to select focalmechanism solutions of one region and sorting out the ear'thquakcs controlled by different tectonic stfess fields,and then determining the stress districts from epicenter distribution of eanhquakes. We call this method as step bystep convergence method. By inversion analyzing of 297 focal mechanism solutions, we consider that SouthwestChina and its adjacent area can be divided into 5 stress districts, and we worked out directions of the three principal stresses and values of shape factor gi in 5 stress districts.
文摘By using 126 earthquake focal mechanism solutions (M S≥4.7) during the period of 1963～1998, modern tectonic stress field in North China is inverted by means of the step by step convergence. The inversion results indicate that the tectonic stress field in the research region is clearly variational in space and time: (1) The middling principal stress axis σ 2 is basically vertical. The maximum and minimum principal stress axes σ 1 and σ 2 are nearly horizontal, but the azimuths of σ 1 and σ 3 are inconsistent in different districts and periods. (2) Before the Tangshan earthquake in 1976, the three principal stress axes are uniform. The azimuth of maximum principal stress axis σ 1 is 68° (striking in a NEE-SWW direction). (3) After the Tangshan earthquake, the maximum principal stress axis σ 1 and minimum principal stress axis σ 3 have variations in different districts. In the northern area of North China and on the eastern side of the Tancheng-Lujiang fault zone, the maximum principal stress axis σ 1 is also striking in a NEE-SWW direction. Its azimuth is 68°. It is the same as that before the Tangshan earthquake. In the southern area of North China, the maximum principal stress axis σ 1 is striking in a E-W direction and its azimuth is 87°.
