Effect of fines content on steady-state strength of mixed and layered samples of a sand

Soil Dynamics and Earthquake Engineering

Volumn 24, Issue 3, 2004, Pages 181-187

  Naeini, S A ^a   Baziar, M H ^b  

^a IMAM KHOMEINI INTERNATIONAL UNIVERSITY   (Iran)

^b IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

Fine content; Liquefaction; Sample preparation; Shear strength; Steady state strength; Triaxial test

Indexed keywords

COMPRESSION TESTING; SEDIMENTATION; SHEAR STRENGTH; SILT;

RESIDUAL STRENGTH;

SAND;

EARTHQUAKE ENGINEERING; FINES; LIQUEFACTION; SEISMIC RESPONSE; SHEAR STRENGTH; SOIL DYNAMICS;

EID: 1442338442     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2003.11.003     Document Type: Article

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