Strength and microstructure characteristics of cement-based solidified/stabilized zinc-contaminated kaolin

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 34, Issue 11, 2012, Pages 2114-2120

  Du, Yan Jun ^a   Jiang, Ning Jun ^a   Wang, Le ^a   Wei, Ming Li ^a  

^a SOUTHEAST UNIVERSITY   (China)

Author keywords

MIP; SEM; Solidification stabilization (S S); Unconfined compression strength; Zinc contaminated kaolin

Indexed keywords

ATTERBERG LIMITS; CEMENT CONTENT; CEMENT HYDRATION; CEMENT-BASED; CURING TIME; EXPERIMENTAL INVESTIGATIONS; LIQUID LIMITS; MERCURY INTRUSION POROSIMETRY; MICROSTRUCTURE CHARACTERISTICS; MIP; PH VALUE; PLASTIC LIMIT; SCANNING ELECTRON MICROSCOPE; SECANT MODULUS; SOIL PORES; SOLIDIFICATION/STABILIZATION; UNCONFINED COMPRESSION STRENGTH; UNCONFINED COMPRESSIVE STRENGTH; ZINC CONCENTRATION;

COMPRESSIVE STRENGTH; HYDRATION; KAOLIN; MERCURY (METAL); MICROSTRUCTURE; SCANNING ELECTRON MICROSCOPY; SOIL CEMENT; SOIL TESTING; SOILS; ZINC;

SOIL POLLUTION;

EID: 84871168030     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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