The effect of fines plasticity on monotonic undrained shear strength and liquefaction resistance of sands-Reference-Cited by-同舟云学术

The effect of fines plasticity on monotonic undrained shear strength and liquefaction resistance of sands

Published:2016-09 Issue: Volume:88 Page:191-206
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Papadopoulou Anthi I.,Tika Theodora M.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

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2. ASTM (D4254–00) Standard test methods for minimum index density and unit weight of soils and calculation of relative density, Annual Book of ASTM Standards, 2002, Vol. 04.08.

3. Effects of plastic fines on the instability of sand;Abedi;Soil Dyn Earthq Eng,2010

4. Undrained monotonic and cyclic strength of sands;Alarcon-Guzman;J Geotech Geoenviron Eng Div,1988

5. A state parameter for sands;Been;Géotechnique,1985

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