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Estimation of Shallow S-Wave Velocity Structure in Damascus City, Syria, Using Microtremor Exploration

Authors :
Zaineh, Hussam Eldein
Yamanaka, Hiroaki
Dakkak, Rawaa
Khalil, Ahlam
Daoud, Mohamad
Source :
Soil Dynamics & Earthquake Engineering (0267-7261). Aug2012, Vol. 39, p88-99. 12p.
Publication Year :
2012

Abstract

Abstract: Array measurements of microtremors were carried out at thirty sites in Damascus city, Syria to estimate S-wave velocity structures of shallow soil formations for site effect analysis. The microtremor data were recorded by 6 vertical-component seismometers distributed along the circumferences of two circles as well as a 3-component seismometer deployed in the center. The phase velocities were estimated at each site from the vertical components of recorded microtremor data by using the Spatial Autocorrelation method. Then, Genetic Simulated Annealing Algorithm technique was applied for inversion of the phase velocities to estimate 1-D S-wave velocity structures beneath the sites. The inverted Vs profiles are not uniform in Damascus city and the results show that a shallow soft layer (∼200m/s) appears in the eastern part of the city as well as the central part along Barada River. This layer controls the amplification distribution in the city with a high amplification mainly observed at the locations having this layer. The inversion results also show that the depth to the engineering bedrock (∼750m/s) is very shallow along the foothills of Mt. Qasyoun in the north-west. Then the depth increases towards the east and the south. The maximum depth to the engineering bedrock (∼80m) was observed in the southern part of Damascus. To validate the results of the inversions, the spectral ratios between the horizontal and vertical components (H/V) of the recorded microtremor data at the central seismometer were compared with the computed ellipticities of the fundamental-mode Rayleigh-waves based on the respective Vs structure. The results show a good agreement in a period range of 0.05s to 0.5s. In this period range, the dominant peaks of the H/V ratios are due to the overall effect of the velocity contrasts between the shallow layers representing the subsurface S-wave velocity structure. Moreover, the average S-wave velocity for the top 10m of soils (VS10) shows a better correlation with the averaged site amplification in a period range of 0.05s to 0.5s than VS30 which indicates that VS10 can be a better proxy for high-frequency site amplification in the case of Damascus city. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
02677261
Volume :
39
Database :
Academic Search Index
Journal :
Soil Dynamics & Earthquake Engineering (0267-7261)
Publication Type :
Academic Journal
Accession number :
74408970
Full Text :
https://doi.org/10.1016/j.soildyn.2012.03.003