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1 Department of Urban
Management
Kyoto University
Kyoto, 611-0011
Japan
(H.G.)
2 Disaster Prevention Research
Institute
Kyoto University
Kyoto, 611-0011 Japan
(S.S.)
3 Department of Built
Environment
Tokyo Institute of Technology
Kanagawa, 226-8503
Japan
(H.M.)
4 College of Engineering
Kanto
Gakuin University
Kanagawa, 236-0006 Japan
(H.K.)
5 TUBITAK-Marmara Research
Center
Earth and Marine Sciences Research Institute
Gebze-Kocaeli, 41470
Turkey
(S.O.)
The 1999 Kocaeli (Izmit) Earthquake seriously damaged the downtown area of Adapazari, Turkey. The wavefield of the strong ground motions is considered to have been affected by the deep ground structure. A refraction and reflection seismic survey was made to obtain the velocity structure of the profile in the northsouth direction across the basin. A 3D subsurface model is presented based on results of the refraction and reflection survey, on data obtained from a gravity survey, and on observations of microseisms and aftershocks. The proposed model shows deep sediment with a steep slope beneath downtown Adapazari. Strong ground motions in the frequency range of 0.11.0 Hz propagating in the subsurface model during the Kocaeli Earthquake also were simulated numerically by the 3D finite-difference method. The simulated results show that ground motions in downtown Adapazari were larger than those in the area between downtown and the source fault because the former were significantly amplified by the basin-edge effect.
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S. C. Jaume Shear Wave Velocity Profiles via Seismic Cone Penetration Test and Refraction Microtremor Techniques at ANSS Strong Motion Sites in Charleston, South Carolina Seismological Research Letters, November 1, 2006; 77(6): 771 - 779. [Abstract] [Full Text] [PDF] |
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