An earthquake with a magnitude of 7.8 Mw struck the Kokoxili mountain region on November 14, 2001, at exactly 09:26 UTC (17:26 local time). The epicenter was near the border of Qinghai and Xinjiang provinces, a very remote area. There were no reports of casualties, thanks to the very low population density and the absence of high-rise buildings in the area.
Geotectonic Background
The Kunlun Fault is the main sinistral strike-slip structure that accommodates the eastward movement of the Tibetan Plateau relative to the Eurasian plate. This movement is driven by the lateral spreading of the thick crust zone due to the collision of the Indian and Eurasian plates. The Kunlun Fault is the main path for this friction, making it a site for major earthquakes.
The collapse of this structure usually occurs on a small strike-slip segment at the western end of the Kunlun Fault, in the Buka Daban Feng area. The collapse then spreads eastward through an extensional stepover before following the main trace of the Kunlun Fault. This propagation shows a complex and dynamic strike-slip pattern.
Seismological studies show that the earthquake propagation speed is normal in the initial segment, then increases past the stepover to a speed higher than the S-wave. This speed is maintained until the earthquake stops, indicating a supershear earthquake. This phenomenon is the most complete recorded example of a supershear earthquake.
Earthquake Process
The earthquake rupture began on a small strike-slip segment at the western end of the Kunlun Fault. The rupture then spread eastward through an extensional stepover and followed the main trace of the Kunlun Fault. During this process, the co-seismic deformation area covered up to 60 km from the main trace, forming two swaths, about 20 km and 60 km.
The co-seismic surface rupture extended more than 400 km, becoming the longest surface rupture zone ever observed on land. This length indicates the amount of energy released during the earthquake. The rupture also reflects the presence of pre-existing fault lines.
Analysis of the propagation speed shows that the earthquake began at a normal speed, then increased above the S-wave speed after passing the extensional stepover. This high speed was maintained until the earthquake stopped, making this earthquake the best example of a supershear earthquake. The wide deformation zone is believed to be a direct result of the supershear earthquake speed.
Damage and Impact
Due to the remoteness of the area, reports of damage came from locations hundreds of kilometers from the epicenter. The nearest city, Golmud, reported strong shaking but no building collapse. Damage was also reported at the construction site of the Qinghai–Tibet Railway and along the Qinghai–Tibet Highway.
There were no reported casualties or injuries, due to the very low population density and the lack of high-rise buildings around the epicenter. The direct impact on infrastructure was limited to construction and travel areas, but there were no reports of significant building damage in remote areas.
This earthquake became an important case study for seismology, particularly in understanding supershear earthquakes and long surface ruptures. The data collected allowed researchers to understand the dynamics of strike-slip in the Tibetan Plateau and the potential earthquake risk in the area.
Historical Significance
This earthquake was the strongest to occur in China in five decades. With a magnitude of 7.8 Mw, the earthquake marked a significant point in the seismic history of the region. The data collected became a primary reference for earthquake research in mountainous areas.
The presence of a 450 km long surface rupture added to the historical value of this earthquake, as it became the longest ever recorded on land. This phenomenon helped scientists understand the earthquake mechanism involving supershear and long surface ruptures.
Research results from this earthquake have been published in various seismology journals, influencing earthquake mitigation policies in mountainous areas. This data also serves as a basis for infrastructure planning in the region, particularly for railway and highway routes.
This article was automatically compiled by the HISTORYX Editorial Board from Wikipedia data licensed under CC BY-SA 4.0 on November 14, 2026. Corrections can be sent through the Contact page.
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