A test method for frost heaving performance of cement graded crushed stone for high-speed railway foundation
A technology of grading gravel and high-speed railway foundation, which is applied in the direction of measuring devices, optical devices, material thermal analysis, etc., can solve the problems of poor practicability and large error range, and achieve a small error range, simple method, and high measurement accuracy. Effect
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Embodiment 1
[0034]Weigh the raw materials according to the mass fraction, take 90% of graded crushed stone, 5% of cement, and 5% of tap water, mix them well and pour them into shapes. The curing temperature is 20±2°C, the curing humidity is above 90%, and the curing is 28 days. The central wavelength of the fiber grating in the experimental group was 1533±0.5nm, the wavelength of the fiber grating in the control group was 1527±0.5nm, and the cooling rate was 0.1°C / min. The experimental results show that when the temperature reaches -30°C, the strain of the experimental group is -312με, and the strain of the control group is -378με, that is, the actual strain of cement graded crushed stone is 66με.
Embodiment 2
[0036] Take graded gravel, cement, and water of the same quality, and shape and maintain them in the same way. The central wavelength of the fiber grating in the experimental group was 1531±0.5nm, and the cooling rate was 0.05°C / min. The experimental results show that when the temperature reaches -10°C, the fiber grating strain of the experimental group is -176με, and when the temperature drops to -30°C, the strain is -368με.
Embodiment 3
[0038] Take graded gravel, cement and water in the same way, the cement content is 5%, the water content is 5% (the water-cement ratio is 1), and the standard molding maintenance is carried out. Water immersion treatment obtained samples with saturation degrees of 10%, 30%, 50%, and 80%, respectively. The central wavelength of the fiber grating in the experimental group was 1542±0.5nm, and the cooling rate was 0.01°C / min. The experimental results show that when the water saturation is about 30%, the shrinkage and frost heaving strain of the sample are basically the same, which is regarded as the critical water saturation under this dosage.
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