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The indirect measurement of tensile strength by the new model FGMC (1,n)
Measurement, 2011Abstract The relationship between the tensile strength and Brinell hardness number of material is very intense, but a definite explicit or implicit function of them does not exist. The mechanical property of a material is a grey system because it will vary with the chemical ingredients and the procedures of heat treatment.
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The effect of mixing sequence on the workability and indirect tensile strength of asphalt concrete
2016The KGO mixing method was developed 40 years ago. Instead of adding the bitumen at the end of the mixing cycle, the bitumen was poured down first together with the larger aggregates. After mixing the bitumen with the larger aggregates, the reamining aggregates were mixed down.
Voskuilen, J. +3 more
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A New Method for Predicting Indirect Tensile Strength of Sandstone Rock Samples
2020The tensile strength (σt) of a rock plays an important role in the reliable construction of several civil structures such as dam foundations and types of tunnels and excavations. Determination of σt in the laboratory can be expensive, difficult, and time-consuming for certain projects. Due to the difficulties associated with the experimental procedure,
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Indirect Tensile Strength of Clayey Soils Treated with Cement or Lime
2023 Intermountain Engineering, Technology and Computing (IETC), 2023Melissa Adams, W. Spencer Guthrie
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A new approach to predict the indirect tensile strength of Portland cement concretes
European Journal of Environmental and Civil Engineering, 2023Saloua El Euch Khay, Jamel Néji
exaly
APPLICATION OF INDIRECT TENSILE STRENGTH TESTS TO METALLURGICAL COKE
1991D.E. Clarke, B. Han, J.W. Patrick
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Effect of loading rate and temperature on the indirect tensile strength of asphalt concrete
Journal of Transportation Science and TechnologyThis study evaluates the effects of loading rate and temperature on the Indirect Tensile Strength (ITS) of dense-graded asphalt concrete with a nominal maximum aggregate size of 16 mm (BTNC 16). Asphalt concrete specimens were tested at three temperatures (10°C, 20°C, 30°C) and three loading rates (0,5 mm/min, 5 mm/min, 50 mm/min).
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