2009Journal of Building MaterialsRequires access

Research on Temperature Shrinkage Deformation Properties of Cement-Stabilized Macadam

Sun Zhao-hui

Open publisher page 6 citations

Abstract

Temperature shrinkage tests were conducted for cement-stabilized macadam base course materials of 6 gradation types under the air-dry and water-saturated conditions.It is found by analyses that-10~10 ℃ is the most disadvantageous temperature range when cement-stabilized macadam base course materials are air-dry.Its temperature shrinkage strain and temperature shrinkage coefficient value are augmented sharply when the temperature declines abruptly and then recovers.The temperature shrinkage strain and temperature shrinkage coefficient values of cement-stabilized macadam base course materials under the conditions of water-saturated when temperature gets to 30~40 ℃ and-20~-10 ℃ are bigger than that under air-dry condition.

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What this paper is about

Temperature shrinkage tests were conducted for cement-stabilized macadam base course materials of 6 gradation types under the air-dry and water-saturated conditions.It is found by analyses that-10~10 ℃ is the most disadvantageous temperature range when cement-stabilized macadam base course materials are air-dry.Its temperature shrinkage strain and temperature shrinkage coefficient value are augmented sharply when the temperature declines abruptly and then recovers.The temperature shrinkage strain and temperature shrinkage coefficient values of cement-stabilized macadam base course materials under the conditions of water-saturated when temperature gets to 30~40 ℃ and-20~-10 ℃ are bigger than that under air-dry condition.

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Available abstract

Temperature shrinkage tests were conducted for cement-stabilized macadam base course materials of 6 gradation types under the air-dry and water-saturated conditions.It is found by analyses that-10~10 ℃ is the most disadvantageous temperature range when cement-stabilized macadam base course materials are air-dry.Its temperature shrinkage strain and temperature shrinkage coefficient value are augmented sharply when the temperature declines abruptly and then recovers.The temperature shrinkage strain and temperature shrinkage coefficient values of cement-stabilized macadam base course materials under the conditions of water-saturated when temperature gets to 30~40 ℃ and-20~-10 ℃ are bigger than that under air-dry condition.

Key concepts: Shrinkage, Materials science, Gradation, Cement, Composite material, Base course, Deformation (meteorology), Base (topology)

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