Stabilized dredged material. I: Parametric study

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 8, 2010, Pages 1011-1024

  Grubb, Dennis G ^a   Chrysochoou, Maria ^b   Smith, Charles J ^c   Malasavage, Nicholas E ^a  

^a Schnabel Engineering LLC   (United States)

^b UNIVERSITY OF CONNECTICUT   (United States)

^c Schnabel Engineering LLC   (United States)

Author keywords

By Product utilization; Dredge spoil; Laboratory tests; Physical properties; Soil cement; Soil stabilization

Indexed keywords

BY-PRODUCT UTILIZATION; CEMENT KILN DUSTS; CONFINED DISPOSAL FACILITIES; CONTACT TIME; DREDGED MATERIALS; DRY UNIT WEIGHT; HAMPTON; HUMAN HEALTH; IN-SITU MOISTURE CONTENT; INDUSTRIAL BY-PRODUCTS; LABORATORY TESTS; MIX DESIGNS; PARAMETRIC STUDY; RESOURCE CONSERVATION AND RECOVERY ACT; SOIL STABILIZATION; STABILIZED DREDGED MATERIALS; TOXICITY CHARACTERISTIC LEACHING PROCEDURES; U.S. ARMY; UNCONFINED COMPRESSION STRENGTH; VIRGINIA; VOID RATIOS;

BYPRODUCTS; CONSERVATION; CURING; DEIONIZED WATER; DREDGES; DREDGING; DRYING; FLY ASH; KILNS; LEACHING; METAL RECOVERY; PHYSICAL PROPERTIES; SLAG CEMENT; SLAGS; SOIL MECHANICS; SOIL TESTING; SOILS; SPACE DIVISION MULTIPLE ACCESS; STABILIZATION;

SOIL CEMENT;

COMPRESSIVE STRENGTH; DREDGE SPOIL; DREDGING; LABORATORY METHOD; LEACHING; MOISTURE CONTENT; PARAMETERIZATION; SOIL MECHANICS; SOIL STABILIZATION; SOIL STRENGTH; SOIL TEST; VOID RATIO;

EID: 77955636475     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000254     Document Type: Article

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