A fundamental study on the earthquake response reduction of base‐isolated foundation backfilled using an improved compound geomaterial
Abstract This study addresses the development of a seismic‐isolated foundation embedded with improved soil to reduce the response of a superstructure. The material properties of the new improved composite soil are investigated by performing laboratory tests. Subsequently, the response behaviors of t...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2018-01-01
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| Series: | Japan Architectural Review |
| Subjects: | |
| Online Access: | https://doi.org/10.1002/2475-8876.1013 |