Seismic Evaluation of a Profile of Volcanic Ash From the South American Andes

Seismic Evaluation of a Profile of Volcanic Ash From the South American Andes

Cristhian Mendoza, Richard Andrés Ramos, Oscar Correa Calle
Copyright: © 2021 |Pages: 21
DOI: 10.4018/IJGEE.2021010104
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Abstract

Although soils derived from volcanic ash are only a small portion of the soils that cover the world's surface, cities have developed on some of these soils. This makes their study interesting, especially since soils derived from volcanic ash have special characteristics including a high void ratio, liquid limits that can be greater than 100%, and shear wave velocities close to 150 m/s. Cities on these soils in the South American Andes are in areas with frequent and intense seismic activity making an understanding of how earthquakes affect these soils a matter of importance. This paper analyzes site response by the equivalent linear method, taking into account the variability of these soils. The Monte Carlo method was used for degradation of the shear modulus and damping curves. The results of this study show factors that amplify spectral acceleration can cause this measurement to become greater than four. In addition, the authors found that maximum spectral accelerations are functions of high plasticity indexes whose influence increases when shear wave velocities are between 175 and 225m/s.
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2. Characterization Of Andean Volcanic Ash

Residual soil deposits generated by weathering of volcanic ash can be found near volcanic areas. It has been found that this type of soil has characteristics that are quite different from those of sedimentary soils (Rao, 1995). These soils present geotechnical problems such as cracking, high water retention capacities, workability problems due to excessive moisture and very soft consistencies (Cerda et al. 1996; Terlien 1997; Bommer et al. 2002; Betancur et al. 2013; Lizcano et al. 2006, Hernández et al. 2018). In addition, the properties of these soils vary depending on the wetting or drying path followed (Hernández et al. 2018). This can lead to different results between properties found in situ and those observed in a laboratory. Consequently, design and construction criteria for conventional geotechnical structures are not entirely reliable, so their use depends on the experience of the engineers in charge.

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