Investigation of strength and California bearing ratio properties of natural soils treated by calcium carbide residue

Geotechnical Special Publication

Volumn , Issue 211 GSP, 2011, Pages 1237-1244

  Du, Y J ^a   Zhang, Y Y ^a   Liu, S Y ^a  

^a SOUTHEAST UNIVERSITY   (China)

Author keywords

Calcium; China; Embankments; Highways and roads; Penetration tests; Solid wastes

Indexed keywords

CALCIUM CARBIDE RESIDUE; CALIFORNIA BEARING RATIO; CHINA; DRY SOIL; DURABILITY TEST; EMBANKMENT FILLING; ENGINEERING PRACTICES; HIGHWAY EMBANKMENTS; HIGHWAYS AND ROADS; NATURAL SOILS; PENETRATION TESTS; TREATED SOILS; UNCONFINED COMPRESSION STRENGTH; WATER SOAKING;

BEARING CAPACITY; BEARINGS (STRUCTURAL); BINDERS; CALCIUM; CALCIUM CARBIDE; EMBANKMENTS; GEOTECHNICAL ENGINEERING; HIGHWAY ENGINEERING; HYDRAULIC STRUCTURES; LIME; SOILS; STRENGTH OF MATERIALS; TESTING; WETTING;

SOIL TESTING;

EID: 79956366882     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41165(397)127     Document Type: Conference Paper

References (9)

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