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An alternative method for estimating Vs(30) from a shallow shear-wave velocity profile (depth <30m)
AbstractThe near-surface travel-time averaged shear-wave velocity to 30m (Vs(30)) is a key parameter for ground-motion prediction equations and building codes. In many cases, however, shear-wave velocity profiles do not extend to 30m. In this article, we propose an alternative method for estimating Vs(30) from a shallow shear-wave velocity profile, using the travel-time averaged shear-wave velocities at two different depths (Vs(z1) and Vs(z2), and z1 < z2 <30m). Using the data from 643 boreholes from the KiK-net in Japan and 135 boreholes from California where the shear-wave velocity profile reaches at least 30m, the reliability of the proposed method is validated by the correlations between the measured and the estimated Vs(30) and the accuracy of site classification using the estimated Vs(30). The results show that the proposed method can estimate Vs(30) with high accuracy, as the Pearson correlation coefficients between the measured and the estimated Vs(30) are greater than 0.99, and the site classification successful rates using the estimated Vs(30) are greater than 94%, whereas z1≥10m and z2≥20m. Compared with the method of Wang and Wang (2015), the proposed method has a certain improvement in the accuracy, with higher correlations and accuracy of site classification.
HighlightsWe propose an alternative method for estimating Vs(30) with high accuracy.The proposed method works better than existing methods.The proposed method works well for target depth exceeding 30m.
An alternative method for estimating Vs(30) from a shallow shear-wave velocity profile (depth <30m)
AbstractThe near-surface travel-time averaged shear-wave velocity to 30m (Vs(30)) is a key parameter for ground-motion prediction equations and building codes. In many cases, however, shear-wave velocity profiles do not extend to 30m. In this article, we propose an alternative method for estimating Vs(30) from a shallow shear-wave velocity profile, using the travel-time averaged shear-wave velocities at two different depths (Vs(z1) and Vs(z2), and z1 < z2 <30m). Using the data from 643 boreholes from the KiK-net in Japan and 135 boreholes from California where the shear-wave velocity profile reaches at least 30m, the reliability of the proposed method is validated by the correlations between the measured and the estimated Vs(30) and the accuracy of site classification using the estimated Vs(30). The results show that the proposed method can estimate Vs(30) with high accuracy, as the Pearson correlation coefficients between the measured and the estimated Vs(30) are greater than 0.99, and the site classification successful rates using the estimated Vs(30) are greater than 94%, whereas z1≥10m and z2≥20m. Compared with the method of Wang and Wang (2015), the proposed method has a certain improvement in the accuracy, with higher correlations and accuracy of site classification.
HighlightsWe propose an alternative method for estimating Vs(30) with high accuracy.The proposed method works better than existing methods.The proposed method works well for target depth exceeding 30m.
An alternative method for estimating Vs(30) from a shallow shear-wave velocity profile (depth <30m)
Wang, Su-Yang (author) / Wang, Hai-Yun (author) / Li, Qiang (author)
Soil Dynamics and Earthquake Engineering ; 99 ; 68-73
2017-05-03
6 pages
Article (Journal)
Electronic Resource
English
An alternative method for estimating Vs(30) from a shallow shear-wave velocity profile (depth <30m)
| British Library Online Contents | 2017
An alternative method for estimating Vs(30) from a shallow shear-wave velocity profile (depth <30m)
| Online Contents | 2017