Effect of cement treatment on geotechnical properties of some Washington State soils

Engineering Geology

Volumn 104, Issue 1-2, 2009, Pages 119-125

  Sariosseiri, Farid ^a   Muhunthan, Balasingam ^b  

^a CDM SMITH   (United States)

^b Washington State University   (United States)

Author keywords

Cement treatment; Consolidated undrained triaxial; Modification; Solidification; Stabilization; Unconfined compressive strength; Workability

Indexed keywords

CEMENT MANUFACTURE; CEMENTS; CRYSTALLIZATION; DEWATERING; PORTLAND CEMENT; SHEAR STRENGTH; SOIL TESTING; SOILS; SOLIDIFICATION; STABILIZATION; STRENGTH OF MATERIALS;

CEMENT TREATMENT; CONSOLIDATED-UNDRAINED TRIAXIAL; MODIFICATION; UNCONFINED COMPRESSIVE STRENGTH; WORKABILITY;

COMPRESSIVE STRENGTH;

CEMENT; COMPRESSIVE STRENGTH; SHEAR STRENGTH; SOIL MECHANICS; SOIL PROPERTY; SOIL STABILIZATION; SOLIDIFICATION; TRIAXIAL TEST;

NORTH AMERICA; UNITED STATES; WASHINGTON [UNITED STATES];

EID: 59149103649     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2008.09.003     Document Type: Article

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