Abstract
The Hualien Large-Scale Seismic Test program is under way to investigate Soil-Structure Interaction during large earthquakes in the field of Hualien, a high seismic region in Taiwan. In this report, the ground of the test site, which consists of a sand layer and a hard gravelly layer of Pleistocene origin, was characterized and modeled for accurate dynamic simulation analysis. The following conclusions were drawn. (1) It was revealed that anisotropic behavior of the gravelly layer observed in earthquake observation and forced vibration tests could be expressed by the orthotropic elastic body model. (2) For sands, the shear wave velocity measured by cyclic triaxial tests was almost the same as that by the velocity logging, whereas shear wave velocity of gravelly soils measured by cyclic triaxial tests was much smaller than that by the velocity logging. This difference is attributable to the effect of heterogeneity in the gravelly soil layer.
Original language | English |
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Title of host publication | The geotechnics of hard soils - soft rocks. Proceedings of the second international symopsium on hard soils-soft rocks, Naples, October 1998. (Two volumes). |
Editors | A. Evangelista, L. Picarelli, A. Evangelista, L. Picarelli |
Publisher | A.A.Balkema |
Pages | 889-900 |
Number of pages | 12 |
ISBN (Print) | 9058090183 |
Publication status | Published - 1998 Dec 1 |
Event | Proceedings of the second international symposium on hard soils-soft rocks 1998. - Naples, Italy Duration: 2098 Oct 12 → 2098 Oct 14 |
Conference
Conference | Proceedings of the second international symposium on hard soils-soft rocks 1998. |
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Country/Territory | Italy |
City | Naples |
Period | 98/10/12 → 98/10/14 |
ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Environmental Science(all)