Model container design for Soil-Structure Interaction Studies
Bhattacharya, Subhamoy (2012) Model container design for Soil-Structure Interaction Studies In: Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering. Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering . Springer Netherlands, pp. 135-158. ISBN 978-94-007-1976-7
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Abstract
Physical modelling of scaled models is an established method for understanding failure mechanisms and verifying design hypothesis in earthquake geotechnical engineering practice. One of the requirements of physical modelling for these classes of problems is the replication of semi-infinite extent of the ground in a finite dimension model soil container. This chapter is aimed at summarizing the requirements for a model container for carrying out seismic soil-structure interactions (SSI) at 1-g (shaking table) and Ng (geotechnical centrifuge at N times earth's gravity).
Item Type: | Book Section | ||||||
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Divisions : | Surrey research (other units) | ||||||
Authors : |
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Date : | 1 August 2012 | ||||||
Depositing User : | Symplectic Elements | ||||||
Date Deposited : | 25 Jul 2017 10:54 | ||||||
Last Modified : | 23 Jan 2020 13:02 | ||||||
URI: | http://epubs.surrey.ac.uk/id/eprint/804033 |
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