Cyclic behavior of fine-grained soils at different pH values

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 135, Issue 2, 2009, Pages 271-279

  Gratchev, Ivan B ^a   Sassa, Kyoji ^b  

^a UNIVERSITY OF TOKYO   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

Cyclic strength; Earthquakes; Fine grained soils; pH; Soil liquefaction

Indexed keywords

BENTONITE; CLAY; CLAY MINERALS; CRYSTALLOGRAPHY; DISSOLUTION; EARTHQUAKES; KAOLIN; LIQUEFACTION; LITHOLOGY; MINERALOGY; MINERALS; MIXTURES; PH; PLASTICITY; PLASTICITY TESTING; SAND; SEISMOLOGY; SODIUM; SOIL LIQUEFACTION; SOIL MECHANICS; SOILS; SULFURIC ACID;

CLAY FRACTIONS; CLAY MINERALOGY; CYCLIC BEHAVIOR; CYCLIC STRENGTH; FINE-GRAINED SOILS; LIQUEFACTION SUSCEPTIBILITY; NON PROPORTIONAL (CYCLIC) LOADING; P H VALUES; PH CONDITIONS; SHEAR TESTING; SODIUM HYDROXIDE (NAOH);

PH EFFECTS;

CYCLIC LOADING; EARTHQUAKE MECHANISM; FINE GRAINED SEDIMENT; LIQUEFACTION; PH; PLASTICITY; SEISMIC RESPONSE; SHEAR STRENGTH; SOIL ANALYSIS; UNDRAINED TEST;

EID: 58549092391     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2009)135:2(271)     Document Type: Article

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