TY - GEN
T1 - Study on the absolute stress level in 2003 Dayao earthquake source region
AU - Wan, Yongge
AU - Wan, Di
PY - 2011
Y1 - 2011
N2 - The Ms6.2 Yunnan Dayao earthquake occurred on July 21, 2003, followed by a major Ms6.1 earthquake about 88 days later in the same region. The hypocenters are almost coincidence in the same place. Using the P wave first motion polarities of the two aftershocks sequences recorded by temporary stations and the improved version of grid points test method by Yu et al, we study the stress field in the aftershocks zone and get the two stress field directions in Dayao region. Using the stress value calculation method by Wan, we get the underground stress value in the focal area. The results show that the pre-seismic shear stress is larger than that of the post-seismic, and their difference corresponds to the stress drop approximately. The underground compressive stress is very large, but the differential stress is small. Before the main shock occurred on October 16th, the maximum principal stress is 166.27 MPa, intermediate principal stress is 158.71MPa and the minimum principal stress is 150.97 MPa. The normal stress and shear stress projected on fault plane are 157.25 MPa, 7.40 MPa respectively before the main shock occurred on October 16th. The normal and shear stress projected on fault plane are 158.81 MPa, 0.15 MPa respectively after the main shock occurred on October 16th.
AB - The Ms6.2 Yunnan Dayao earthquake occurred on July 21, 2003, followed by a major Ms6.1 earthquake about 88 days later in the same region. The hypocenters are almost coincidence in the same place. Using the P wave first motion polarities of the two aftershocks sequences recorded by temporary stations and the improved version of grid points test method by Yu et al, we study the stress field in the aftershocks zone and get the two stress field directions in Dayao region. Using the stress value calculation method by Wan, we get the underground stress value in the focal area. The results show that the pre-seismic shear stress is larger than that of the post-seismic, and their difference corresponds to the stress drop approximately. The underground compressive stress is very large, but the differential stress is small. Before the main shock occurred on October 16th, the maximum principal stress is 166.27 MPa, intermediate principal stress is 158.71MPa and the minimum principal stress is 150.97 MPa. The normal stress and shear stress projected on fault plane are 157.25 MPa, 7.40 MPa respectively before the main shock occurred on October 16th. The normal and shear stress projected on fault plane are 158.81 MPa, 0.15 MPa respectively after the main shock occurred on October 16th.
KW - Composite focal mechanism
KW - Dayao double earthquakes
KW - Stress field
KW - Stress magnitude
UR - http://www.scopus.com/inward/record.url?scp=80052955707&partnerID=8YFLogxK
U2 - 10.1109/ICMT.2011.6002930
DO - 10.1109/ICMT.2011.6002930
M3 - Conference contribution
AN - SCOPUS:80052955707
SN - 9781612847740
T3 - 2011 International Conference on Multimedia Technology, ICMT 2011
SP - 4119
EP - 4122
BT - 2011 International Conference on Multimedia Technology, ICMT 2011
T2 - 2nd International Conference on Multimedia Technology, ICMT 2011
Y2 - 26 July 2011 through 28 July 2011
ER -