Stress-strain relation and strength characteristics of cement treated zinc-contaminated clay

Engineering Geology

Volumn 167, Issue , 2013, Pages 20-26

  Du, Yan Jun ^a   Wei, Ming Li ^a   Jin, Fei ^b   Liu, Zhi Bin ^a  

^a SOUTHEAST UNIVERSITY   (China)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Heavy metal; Secant modulus; Solidification stabilization; Strain at failure; Unconfined compressive strength

Indexed keywords

CONTAMINATED SOILS; SECANT MODULUS; SOLIDIFICATION/STABILIZATION; STRENGTH CHARACTERISTICS; STRESS STRAIN RELATION; UNCONFINED COMPRESSION TESTS; UNCONFINED COMPRESSIVE STRENGTH; ZINC CONCENTRATION;

COMPRESSION TESTING; COMPRESSIVE STRENGTH; HEAVY METALS; SOIL CEMENT; SOIL POLLUTION;

ZINC;

ACCURACY ASSESSMENT; CLAY SOIL; COMPRESSION; COMPRESSIVE STRENGTH; FAILURE MECHANISM; NITRATE; SOIL POLLUTION; SOIL STABILIZATION; SOIL TEST; SOLIDIFICATION; STRESS-STRAIN RELATIONSHIP; ZINC;

EID: 84887139859     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2013.10.005     Document Type: Article

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