Surface soil effects study using short-period microtremor observations in Almeria city, Southern Spain

Citation
M. Navarro et al., Surface soil effects study using short-period microtremor observations in Almeria city, Southern Spain, PUR A GEOPH, 158(12), 2001, pp. 2481-2497
Citations number
33
Categorie Soggetti
Earth Sciences
Journal title
PURE AND APPLIED GEOPHYSICS
ISSN journal
00334553 → ACNP
Volume
158
Issue
12
Year of publication
2001
Pages
2481 - 2497
Database
ISI
SICI code
0033-4553(200112)158:12<2481:SSESUS>2.0.ZU;2-P
Abstract
In Almeria city large earthquakes occurred and many buildings were complete ly destroyed in these historical earthquakes. The actual population of Alme ria city is about 200,000 people. This population is rapidly increasing and new urbanizing areas are growing to the eastern part of the city where the y are located in softer soil conditions. Consequently, the evaluation of su rface soil conditions is very important from a standpoint of earthquake dis aster mitigation. We have obtained a landform classification map developed by analysing aerial photos, large-scale topographic maps and 80 borehole da ta. Eleven unit areas, which have different soil conditions, were inferred from this research. Also, S-wave velocity prospecting tests were carried ou t at several sites within the city. The shear-velocity values of the ground vary from 1689 m/s in hard rock to 298 m/s in soft soil. These results are useful for understanding the uppermost soil characteristics and are used f or soil classification. Finally, short-period microtremor observations were densely carried out in the research area and NAKAMURA'S method (1989) was applied for determining predominant periods. Microtremors were observed at about 173 sites with mainly 400 m interval in rock sites and 200 m interval in relatively soft soil sites. From the result of these microtremor measur ements, the predominant period determined at rock site, in them western par t of the city and historic area, is very short, about 0.1 s, and very stabl e. However at soft soil sites, in the center of the city, near Zapillo Beac h and in the newly developed urban area, the predominant period is about 1. 0 s and even larger in concordance with the geological conditions. Finally, at medium soil sites, in the eastern part of the city, the predominant per iod is about 0.4 s and it appears very stable in the whole region. The diff erence of predominant periods between hard rock and soft soil sites is very clear and it has been observed that the distribution of predominant period s depends heavily on the surface soil conditions.