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Filtering by: Subject Wood -- Moisture -- Effect of temperature on Academic Affiliation Civil Engineering Rights Statement Copyright Not Evaluated

The role of specific surface area and related index properties in the frost susceptibility of soils

Creator:

Rieke, Ross D.

Resource Type:

Masters Thesis

Full Text:

temperature below which the adsorb- ed water on the grains freeze, halting the formation of a lens at that
Prediction of low temperature cracking of asphalt concrete mixtures with thermal stress restrained specimen test results

Creator:

Kanerva, Hannele K.

Abstract:

Low temperature cracking is attributed to tensile stresses induced in an asphalt concrete pavement that develop when the pavement is subjected to a cold temperature. Cracking results in poor ride quality and a reduction in service life of the pavement. Low temperature cracking has been predicted by regression equations, mechanistic...

Resource Type:

Dissertation

Full Text:

Aging 135 4.5 Fracture temperature versus age of pavement 136 4.6 Effect of aging on thermal
Selection and performance evaluation of a test method to assess thermal cracking resistance of asphalt-aggregate mixtures

Creator:

Jung, Duhwoe

Abstract:

Thermal distress in asphalt concrete pavements is a widespread problem around the world. Thermal cracking can be divided into two modes of distress: low temperature cracking and thermal fatigue cracking. Low temperature cracking results from extremely cold temperatures; thermal fatigue cracking results from daily temperature cycles. Low temperature cracking is...

Resource Type:

Dissertation

Full Text:

Rate on Fracture Temperature 57 2.14 Effect of Cooling Rate on Fracture Strength 58 2.15

ScholarsArchive@OSU

The role of specific surface area and related index properties in the frost susceptibility of soils

Prediction of low temperature cracking of asphalt concrete mixtures with thermal stress restrained specimen test results

Selection and performance evaluation of a test method to assess thermal cracking resistance of asphalt-aggregate mixtures

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