Ruggedness study on the AASHTO T 336 coefficient of thermal expansion of concrete test method
J Tanesi, JM Gudimettla… - Transportation …, 2013 - journals.sagepub.com
A ruggedness study on the AASHTO T 336 coefficient of thermal expansion of concrete test
method was performed to evaluate the factors most likely to affect the test results. Seven
factors were evaluated: time at temperature extremes, water level, position of the linear
variable differential transformer, number of segments, saturation criterion, specimen length,
and temperature of the first segment. Two concrete mixtures were used in this study, four
laboratories participated, and five commercially made coefficient of thermal expansion …
method was performed to evaluate the factors most likely to affect the test results. Seven
factors were evaluated: time at temperature extremes, water level, position of the linear
variable differential transformer, number of segments, saturation criterion, specimen length,
and temperature of the first segment. Two concrete mixtures were used in this study, four
laboratories participated, and five commercially made coefficient of thermal expansion …
[PDF][PDF] Ruggedness Study on the AASHTO T 336 Coefficient of Thermal Expansion of Concrete Test Method
J Tanesi, JM Gudimettla, GL Crawford, AA Ardani - academia.edu
A ruggedness study on the AASHTO T 336 coefficient of thermal expansion of concrete test
method was performed to evaluate the factors most likely to affect the test results. Seven
factors were evaluated: time at temperature extremes, water level, position of the linear
variable differential transformer, number of segments, saturation criterion, specimen length,
and temperature of the first segment. Two concrete mixtures were used in this study, four
laboratories participated, and five commercially made coefficient of thermal expansion …
method was performed to evaluate the factors most likely to affect the test results. Seven
factors were evaluated: time at temperature extremes, water level, position of the linear
variable differential transformer, number of segments, saturation criterion, specimen length,
and temperature of the first segment. Two concrete mixtures were used in this study, four
laboratories participated, and five commercially made coefficient of thermal expansion …