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Static Cone Penetration Resistance of Cemented Sands: A Laboratory Investigation
Cemented sand samples were formed and tested using a laboratory-size quasi-static cone penetrometer. The influence of cement content, cement type, relative sand density, and sample cure time on cone penetration resistance were determined. The penetration test data were supplemented by a triaxial test program. The results have shown that the addition of up to one percent cementing agent to sand could have a pronounced effect on cone penetration resistance, and on shear strength parameters. The results also attest to the utility of the static cone as a viable device in assessing relatively small changes in degree of cementation and/or relative density of cemented sands.
Static Cone Penetration Resistance of Cemented Sands: A Laboratory Investigation
Cemented sand samples were formed and tested using a laboratory-size quasi-static cone penetrometer. The influence of cement content, cement type, relative sand density, and sample cure time on cone penetration resistance were determined. The penetration test data were supplemented by a triaxial test program. The results have shown that the addition of up to one percent cementing agent to sand could have a pronounced effect on cone penetration resistance, and on shear strength parameters. The results also attest to the utility of the static cone as a viable device in assessing relatively small changes in degree of cementation and/or relative density of cemented sands.
Static Cone Penetration Resistance of Cemented Sands: A Laboratory Investigation
Akili, Waddah (author)
GeoCongress 2006 ; 2006 ; Atlanta, Georgia, United States
GeoCongress 2006 ; 1-6
2006-02-21
Conference paper
Electronic Resource
English
Static Cone Penetration Resistance of Cemented Sands: A Laboratory Investigation
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