Experimental evidences of the effectiveness of some liquefaction mitigation measures
Autor: | Vincenzo Fioravante, Alessandro Flora, Anna Chiaradonna, V. Nappa, Lucia Mele, Gianluca Fasano, Emilio Bilotta, Stefania Lirer |
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Přispěvatelé: | Bilotta, Emilio, Chiaradonna, Anna, Fasano, Gianluca, Flora, Alessandro, Mele, Lucia, Nappa, Valeria, Lirer, Stefania, Fioravante, Vincenzo |
Rok vydání: | 2019 |
Předmět: |
laboratory tests
021110 strategic defence & security studies 0211 other engineering and technologies Liquefaction numerical modelling 02 engineering and technology soil liquefaction centrifuge tests mitigation techniques mitigation techniques laboratory tests numerical modelling centrifuge tests Geotechnical engineering Soil liquefaction Geology 021101 geological & geomatics engineering |
Zdroj: | Scopus-Elsevier Prpc. of the IABSE Symposium 2019 Guimaraes-Towards a Resilent Built Environment |
ISSN: | 2221-3783 |
DOI: | 10.2749/guimaraes.2019.0682 |
Popis: | Earthquakes induced liquefaction is one of the most significant causes of damage to structures during an earthquake. Ground improvement is currently considered to be the most appropriate mitigation tecnique to prevent soil liquefaction. This work is aimed to compare different liquefaction mitigation techniques for protection of small-to-medium sized ‘critical’ infrastructures and low-rise buildings. The effectiveness of some techniques (densification, addition of fine contents, induced partial saturation and drainage systems) was verified via experimental evidences coming from laboratory testing, physical modelling and liquefaction field prototype tests. Starting from the calibration of advanced soil constitutive models, numerical modelling activities were extended to the back-analysis of centrifuge tests and field prototype tests, up to a parametric study with different geometrical layouts. |
Databáze: | OpenAIRE |
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