A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Site characterization at Chilean strong-motion stations: Comparison of downhole and microtremor shear-wave velocity methods
Abstract A blind comparison of independent invasive (downhole, standard penetration, bender element) and non-invasive microtremor shear-wave velocity (V S) profiling is presented for 11 strong-motion stations in central and southern Chile that recorded the 2010MW 8.8 Maule earthquake. For the majority of stations, site classification based on average V S in the upper 30m (V S30) is consistent irrespective of methodology. For a variety of geological conditions, excellent to good agreement is obtained between invasive and non-invasive V S structure at five stations over the entire borehole length and in the uppermost layer at three stations. Site classification based on site period is evaluated using earthquake and microtremor recordings. Short site periods are observed at stiff coarse-grained stations whereas longer site periods are observed at soft fine-grained stations. The use of both V S30 and site period criteria are recommended in future revisions of the Chilean building code for robust earthquake site response characterization.
Highlights We compare V S results from two independent methods at 11 Chilean strong-motion stations. Site classification based on V S30 is generally consistent irrespective of methodology. Average relative difference in V S between methodologies is 10% for soil layers and 30% for base rock. Site classification based on site period is more sensitive to underlying V S structure than V S30.
Site characterization at Chilean strong-motion stations: Comparison of downhole and microtremor shear-wave velocity methods
Abstract A blind comparison of independent invasive (downhole, standard penetration, bender element) and non-invasive microtremor shear-wave velocity (V S) profiling is presented for 11 strong-motion stations in central and southern Chile that recorded the 2010MW 8.8 Maule earthquake. For the majority of stations, site classification based on average V S in the upper 30m (V S30) is consistent irrespective of methodology. For a variety of geological conditions, excellent to good agreement is obtained between invasive and non-invasive V S structure at five stations over the entire borehole length and in the uppermost layer at three stations. Site classification based on site period is evaluated using earthquake and microtremor recordings. Short site periods are observed at stiff coarse-grained stations whereas longer site periods are observed at soft fine-grained stations. The use of both V S30 and site period criteria are recommended in future revisions of the Chilean building code for robust earthquake site response characterization.
Highlights We compare V S results from two independent methods at 11 Chilean strong-motion stations. Site classification based on V S30 is generally consistent irrespective of methodology. Average relative difference in V S between methodologies is 10% for soil layers and 30% for base rock. Site classification based on site period is more sensitive to underlying V S structure than V S30.
Site characterization at Chilean strong-motion stations: Comparison of downhole and microtremor shear-wave velocity methods
Molnar, Sheri (author) / Ventura, Carlos E. (author) / Boroschek, Ruben (author) / Archila, Manuel (author)
Soil Dynamics and Earthquake Engineering ; 79 ; 22-35
2015-08-24
14 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2015
| British Library Online Contents | 2016
Site Characterization of Italian Strong Motion Recording Stations
| British Library Conference Proceedings | 2008