Stabilized dredged material. III: Mineralogical perspective

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 8, 2010, Pages 1037-1050

  Chrysochoou, Maria ^a   Grubb, Dennis G ^b   Drengler, Kelly L ^a   Malasavage, Nicholas E ^b  

^a UNIVERSITY OF CONNECTICUT   (United States)

^b Schnabel Engineering LLC   (United States)

Author keywords

Byproduct utilization; Dredge spoil; Laboratory tests; Mineralogy; Soil cement; Soil stabilization

Indexed keywords

BY-PRODUCT UTILIZATION; CEMENT KILN DUSTS; CLASS-F; CONFINED DISPOSAL FACILITIES; CURING TIME; DREDGED MATERIALS; ETTRINGITES; GEOENVIRONMENTAL; GEOMECHANICAL PROPERTIES; HIGH EARLY STRENGTH; HIGH PLASTICITY; HYDROCALUMITE; LABORATORY TESTS; LIMITING FACTORS; MINERAL FORMATION; ORGANIC CLAY; PH BUFFERING; PORTLANDITE; POZZOLANIC REACTION; QUANTIFICATION ANALYSIS; RIETVELD; SOIL SAMPLE; SOIL STABILIZATION; STABILIZED DREDGED MATERIALS; STRENGTH DEVELOPMENT; U.S. ARMY; UNCONFINED COMPRESSIVE STRENGTH; XRD;

BLENDING; CALCIUM; COMPRESSIVE STRENGTH; CRYSTALLOGRAPHY; CURING; DREDGES; DREDGING; FLY ASH; GEOTECHNICAL ENGINEERING; KAOLINITE; KILNS; LIME; MICA; MINERALOGY; MINERALS; QUARTZ; ROADBUILDING MATERIALS; SILICA; SILICATE MINERALS; SLAG CEMENT; SLAGS; SOIL MECHANICS; SOIL TESTING; SOILS; SPACE DIVISION MULTIPLE ACCESS; STABILIZATION; X RAY DIFFRACTION; X RAY DIFFRACTION ANALYSIS;

SOIL CEMENT;

DREDGE SPOIL; DREDGING; EXPERIMENTAL MINERALOGY; FELDSPAR; FLY ASH; LABORATORY METHOD; MICA; PH; QUARTZ; RIETVELD ANALYSIS; SOIL MECHANICS; SOIL STABILIZATION; X-RAY DIFFRACTION;

EID: 77955597048     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000292     Document Type: Article

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