TY - GEN
T1 - Analysis of Soil Periods through Strong Motion Records by the Horizontal-To-Vertical Spectral Ratio Method in the District Of Chorrillos, Lima, Peru
AU - Huamán-Binda, Carlos
AU - Paulino-Solano, Juan
AU - Ortiz-Salas, Carmen
N1 - Publisher Copyright:
© 2024, Avestia Publishing. All rights reserved.
PY - 2024
Y1 - 2024
N2 - This article presents the results of the analysis of predominant soil periods using the spectral ratio (HVSR) methodology, based on strong motion records at seismic stations in the Chorrillos district, Lima, Peru, a high seismicity area at the western edge of South America. The district contains fine soil deposits, different to the coarse alluvial conglomerate of Lima downtown. The seismic stations are located on sandy soils interspersed with clay strata, moderately compact to dense aeolian sands of variable thickness, and silty-clay soils followed by peat with intercalations of silty sand, according to the existing seismic microzonation. The results indicate that the HVSR method can be very useful to determine the predominant soil periods, which represent the soil profile on which the strong motion record has been recorded. These soil periods, which are in the range of 0.21 s to 0.49 s, are compared with those determined from previous microtremor measurements and inferred from geophysical tests of shear wave velocity, obtaining a good correlation. Also, site classification of the soil profile at these stations is verified according to the Peruvian Seismic Code.
AB - This article presents the results of the analysis of predominant soil periods using the spectral ratio (HVSR) methodology, based on strong motion records at seismic stations in the Chorrillos district, Lima, Peru, a high seismicity area at the western edge of South America. The district contains fine soil deposits, different to the coarse alluvial conglomerate of Lima downtown. The seismic stations are located on sandy soils interspersed with clay strata, moderately compact to dense aeolian sands of variable thickness, and silty-clay soils followed by peat with intercalations of silty sand, according to the existing seismic microzonation. The results indicate that the HVSR method can be very useful to determine the predominant soil periods, which represent the soil profile on which the strong motion record has been recorded. These soil periods, which are in the range of 0.21 s to 0.49 s, are compared with those determined from previous microtremor measurements and inferred from geophysical tests of shear wave velocity, obtaining a good correlation. Also, site classification of the soil profile at these stations is verified according to the Peruvian Seismic Code.
KW - HVSR
KW - seismic amplification
KW - soil period
KW - soil profile
KW - Vs30
UR - http://www.scopus.com/inward/record.url?scp=85200421083&partnerID=8YFLogxK
U2 - 10.11159/iccste24.168
DO - 10.11159/iccste24.168
M3 - Conference contribution
AN - SCOPUS:85200421083
SN - 9781990800382
T3 - International Conference on Civil, Structural and Transportation Engineering
BT - Proceedings of the 9th International Conference On Civil Structural and Transportation Engineering, ICCSTE 2024
A2 - Sennah, Khaled
PB - Avestia Publishing
T2 - 9th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2024
Y2 - 13 June 2024 through 15 June 2024
ER -