Dynamic behaviour of Tagus River sand including liquefaction

Author:

Miranda LuísORCID,Caldeira LauraORCID,Serra JoãoORCID,Gomes Rui CarrilhoORCID

Funder

Fundação para a Ciência e a Tecnologia

Laboratorio Nacional de Engenharia Civil

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Arthur JRF, Dunstan T, Chua KS (1979) Dense sand weakened by continuous principal stress direction rotation. Géotechnique 29:91–96. https://doi.org/10.1680/geot.1979.29.1.91

2. Arthur JRF, Del Rodriguez CJI et al (1980) Principal stress rotation: a missing parameter. J Geotech Eng Div 106:419–433

3. ASTM (2016a) D4253-16: standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM International, West Conshohocken

4. ASTM (2016b) D4254-16: standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM International, West Conshohocken

5. ASTM (2017) D2487-17: standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International, West Conshohocken

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