USGS Science⌕ Search

Geology topics

Lingseng Meng

Publications and source records attributed to Lingseng Meng.

2 recordsLinked to original sources

Length-scale-dependent relationships between VS30 and topographic slopes in southern California

In engineering seismology, the time‐averaged shear‐wave velocity ( ⁠ V S ⁠ ) of the upper 30 m of the crust ( ⁠V S30⁠ ) is the primary parameter used in ground‐motion models to predict seismic site effects. ⁠V S30⁠ is typically derived from in situ recordings of V S ⁠ , although proxy‐based approaches (using geologic and/or geomorphometric classifications) are provisionally adopted when measurement‐based ⁠V S30⁠ are sparse or not readily available. Despite the acceptance of proxy approaches, there are limited studies that examine the empirical relationships between ⁠V S30⁠ and topographic attributes measured from various length scales and different resolutions of the digital elevation model. In this study, we examine the relationships between compiled ⁠V S30⁠ measurements from 218 sites in southern California and topographic metrics of slope and relief measured over various length scales. We find that the correlations between topographic metrics and ⁠V S30⁠ are weak but statistically significant. The correlations are improved when topographic slopes and relief are measured over length scales longer than typical hillslopes and ⁠V S30⁠ sites are separated by different geologic groups. This is likely because ⁠V S30⁠ ⁠ , especially on the rock sites, is better reflected in topographic metrics that capture large‐scale topographic relief, as well as landscape positions such as hilltops and valley bottoms.

California↗

Comparison of site dominant frequency from earthquake and microseismic data in California

An important predictive variable for site amplification is the site dominant frequency ( ⁠ƒ d ⁠ ). At seismic monitoring stations, ƒ d can be calculated from the peak of the horizontal‐to‐vertical spectral ratios (HVSRs) obtained from earthquake recordings (eHVSR). For other sites, ƒ d can be estimated from microseismic (mHVSR) observations. We compare the ƒ d values derived from eHVSR (5% damped response spectra from the Next Generation Attenuation‐West2 [NGA‐West2] database; Ancheta et al. , 2014 ) with those derived from mHVSR (Fourier spectra from Yong et al. , 2013 ) for seismic stations in California. We show that the logarithm of eHVSR ƒ d scales linearly with the logarithm of mHVSR ƒ d ⁠ , with a standard deviation of 0.14log 10 units for mHVSR ƒ d larger than 0.2 Hz. The relationship holds for microseismic surveys at distances up to 300 m away from the seismic stations. The results of this study have beneficial implications for the characterization of site response in modern ground‐motion models as well as in building codes.

California↗