Geotechnical properties of problem soils stabilized with fly ash and limestone dust in philadelphia

Journal of Materials in Civil Engineering

Volumn 23, Issue 5, 2011, Pages 711-716

  Brooks, Robert ^a   Udoeyo, Felix F ^a   Takkalapelli, Keerthi V ^a  

^a Temple University   (United States)

Author keywords

Fly ash; Geotechnical properties.; Limestone dust; Stabilization; Weak soil

Indexed keywords

ATTERBERG LIMITS; CALIFORNIA BEARING RATIO; CBR; COAL FLY ASH; EXPERIMENTAL PROGRAM; GEOTECHNICAL CHARACTERISTICS; GEOTECHNICAL PROPERTIES.; PENNSYLVANIA; PHILADELPHIA; STRENGTH CHARACTERISTICS; UNCONFINED COMPRESSIVE STRENGTH; WEAK SOIL;

COAL ASH; COAL DUST; COMPACTION; COMPRESSIVE STRENGTH; FLY ASH; LIMESTONE; SOIL TESTING; SOILS; STABILIZATION;

ANALYSIS OF VARIANCE (ANOVA);

ATTERBERG LIMIT; BEARING CAPACITY; COMPACTION; COMPRESSIVE STRENGTH; EXPERIMENTAL STUDY; FLY ASH; LABORATORY METHOD; LIMESTONE; PLASTICITY; SOIL MECHANICS; SOIL STABILIZATION; SWELLING; VARIANCE ANALYSIS;

PENNSYLVANIA; PHILADELPHIA; UNITED STATES;

EID: 79955817692     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000214     Document Type: Article

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