Research on Temperature Shrinkage Deformation Properties of Cement-Stabilized Macadam
Sun Zhao-hui
Abstract
Sun Zhao-hui
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.
OpenAlex reports 6 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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)