Engineering behavior of a remolded expansive clay blended with lime, calcium chloride, and rice-husk ash

Journal of Materials in Civil Engineering

Volumn 20, Issue 8, 2008, Pages 509-515

  Sharma, Radhey S ^a   Phanikumar, B R ^b   Rao, B Varaprasada ^c  

^a LOUISIANA STATE UNIVERSITY   (United States)

^b VIT UNIVERSITY   (India)

^c Government Polytechnic for Women   (India)

Author keywords

Ash; Chlorides; Clays; Expansive soils; Lime; Material properties

Indexed keywords

AGRICULTURAL PRODUCTS; BITS; CALCIUM; CALCIUM CHLORIDE; CLAY MINERALS; COMPRESSIVE STRENGTH; DOPING (ADDITIVES); ICE; LIME; SOILS; STRENGTH OF MATERIALS;

CALIFORNIA BEARING RATIO (CBR); DRY WEIGHT (DW); ENGINEERING BEHAVIOR; EXPANSIVE CLAY; EXPANSIVE SOILS; FAILURE STRESSES; RICE HUSK ASH (RHA); STRESS STRAIN BEHAVIORS; UNCONFINED COMPRESSIVE STRENGTH (UCS);

CALCIUM ALLOYS;

ASH; BEARING CAPACITY; CALCIUM; CHLORIDE; CLAY; COMPRESSIVE STRENGTH; EXPANSIVE SOIL; GEOTECHNICAL PROPERTY; LIME; STRESS-STRAIN RELATIONSHIP;

EID: 48049103414     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2008)20:8(509)     Document Type: Article

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