Mullins, G. (2016). Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center. https://rosap.ntl.bts.gov/view/dot/31052
Mullins, Gray. Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center, 2016. https://rosap.ntl.bts.gov/view/dot/31052.
Mullins, Gray Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center, 2016, ROSA P. https://rosap.ntl.bts.gov/view/dot/31052.
Proper performance of the mineral slurries used to stabilize drilled shaft excavations is
;
maintained by assuring that the density, viscosity, pH, and sand content of the slurry stay
;
within limits set by the Florida Department of Transportation (FDOT), which are derived from
;
past experience, research findings and/or by manufacturer-recommended
;
values. However, the repetitive slurry testing
;
required in the field is a time-consuming, manual process.
;
Applying modern technology to this problem could offer
;
more rapid and reliable testing.
;
University of South Florida researchers developed and tested
;
a device that estimates slurry viscosity, density, and sand
;
content within a drilled shaft excavation. The test can be
;
performed at the surface; a slurry sample is not needed.
Mullins, G. (2016). Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center. https://rosap.ntl.bts.gov/view/dot/31052
Mullins, Gray. Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center, 2016. https://rosap.ntl.bts.gov/view/dot/31052.
Mullins, Gray Field device to measure viscosity, density, and other slurry properties in drilled shafts [summary]. Florida. Department of Transportation. Research Center, 2016, ROSA P. https://rosap.ntl.bts.gov/view/dot/31052.
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