Seismic Site Effect along Bukit Tinggi Fault Line from Microtremor Analysis

National Colloquium on Wind and Earthquake Engineering

Latiff, A H Abdul^1 ; Esmail Khalil, Amin^2

Department of Geosciences, Universiti Teknologi PETRONAS, Malaysia^1

School of Physics, Universiti Sains Malaysia, Penang, Malaysia^2

关键词: Amplification factors;    Amplification spectra;    Cone penetration tests;    Earthquake location;    Fundamental frequencies;    Horizontal-to-vertical spectral ratios;    Multi-channel analysis of surface waves;    Standard penetration test;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/244/1/012042/pdf
DOI  :  10.1088/1755-1315/244/1/012042

来源: IOP

【 摘 要 】

In the shallow subsurface analysis, the potential hazard is identified and evaluated through the site investigation studies which can be determined either by conducting standard penetration test, cone penetration test, and multichannel analysis of surface wave (MASW). While the three methods stated are widely established and highly reliable, the result produced is sometimes unconvincing and lack of details. In this study, the horizontal to vertical spectral ratio (HVSR) analysis method is proposed instead of the more established methods. HVSR is a technique that based on the spectral analyses of recorded ambient noise in order to estimate the site effect parameters such as fundamental frequency and the amplification factor of local soil. The HVSR method was implemented in Bukit Tinggi, Pahang, Malaysia, which known to experience several small earthquakes between 2007 to 2009. Since the earthquake in central Peninsular Malaysia is uncommon, the tremor has caused panic and requires a thorough investigation of the soil effect in the region. The work conducted is motivated by this after effects with focus on the potential fault line investigation using the spectral ratio method (HVSR). The ambient noise signal measurements were performed at 20 sites along the probable fault line in order to calculate the HVSR. Receiver array arrangement and dimensions are chosen based on the prior information about the earthquake location as experienced by the local resident. At the end of the work, the amplification spectra for the soil column is evaluated at each site location, and the nominal frequency obtained, and maximum amplitudes are contoured showing the corresponding value trends in the region.