Seismological Investigations of Two Massive Explosions in Tianjin, China

In this study, we analyze available weak‐ and strong‐motion seismograms to discern the main source characteristics of the 12 August 2015 Tianjin explosions. The disaster involved two large explosions, which can be clearly identified in the near‐field seismic recordings. The first explosion (event 1) took place at 15:34:04.68 (UTC) and the second at 15:34:36.94 (UTC). The average time interval between the two events was about 32.3 s, which is consistent with the result determined by cross correlation of the whispering gallery wave ( WG phase). The two events did not occur at the same site, and the second explosion was located 65±10  m northwest (N352°W) of the first one. The local magnitudes M L of the two explosions were further measured as 2.4 and 2.9, respectively. The Fourier spectra from the two closest stations, DAG and BET, show that the predominant frequency of the waveforms ranged from 0.7 to 0.9 Hz after the long‐period wavetrains had arrived. According to the distribution of the three‐component peak ground acceleration, the area with a shaking intensity of modified Mercalli intensity VI spanned up to 131  km2. However, the peak intensity of this explosion did not reach an intensity of VII, based on the ground‐motion attenuation relation.

[1]  Juan Li,et al.  Refined locations of major explosions in Tianjin Harbor , 2015 .

[2]  O. Nuttli,et al.  Lg magnitudes of selected East Kazakhstan underground explosions , 1986 .

[3]  Felix Waldhauser,et al.  Waveform Cross-Correlation-Based Differential Travel-Time Measurements at the Northern California Seismic Network , 2005 .

[4]  Zhigang Peng,et al.  Migration of early aftershocks following the 2004 Parkfield earthquake , 2009 .

[5]  Lian-Feng Zhao,et al.  Yield Estimation of the 25 May 2009 North Korean Nuclear Explosion , 2012 .

[6]  W. Mooney,et al.  Velocity and Q structure of the Great Valley, California, based on synthetic seismogram modeling of seismic refraction data , 1986 .

[7]  W. Jardetzky,et al.  Rayleigh-wave coupling to atmospheric compression waves , 1952 .

[8]  Si-hua Zheng,et al.  Attenuation, Site Effects, and Source Parameters in the Three Gorges Reservoir Area, China , 2013 .

[9]  David Bowers,et al.  The level of deterrence provided by data from the SPITS seismometer array to possible violations of the Comprehensive Test Ban in the Novaya Zemlya region , 2001 .

[10]  Lian-Feng Zhao,et al.  The 12 February 2013 North Korean Underground Nuclear Test , 2014 .

[11]  Paul G. Richards,et al.  The seismic signal strength of chemical explosions , 1998, Bulletin of the Seismological Society of America.

[12]  Jie Zheng,et al.  The Role Played and Opportunities Provided by IGP DMC of China National Seismic Network in Wenchuan Earthquake Disaster Relief and Researches , 2010 .

[13]  K. Hinzen Seismic Analysis of the Accidental WWII Bomb Explosion in Euskirchen, Germany, on 3 January 2014 , 2014 .

[14]  Frode Ringdal,et al.  Seismic yield determination of Soviet underground nuclear explosions at the Shagan River test site , 1992 .

[15]  N. N. Ambraseys,et al.  Uniform magnitude re‐evaluation of European earthquakes associated with strong‐motion records , 1990 .