| INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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| Research Progress on the Vibration Compaction Testing Method for Cement-stabilized Full-depth Cold Recycled Mixtures |
| ZHANG Haiwei1,2, ZHANG Qingqing1, HAO Peiwen2,*, XIA Qing3, LUO Chuangdan3
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1 School of Civil and Environmental Engineering, Zhengzhou University of Aeronautics, Zhengzhou 450046, China
2 Key Laboratory for Special Area Highway Engineering of the Ministry of Education, Chang’an University, Xi’an 710064, China
3 Henan Provincial Communications Planning & Design Institute Co., Ltd., Pingdingshan 467000, Henan, China |
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Abstract The vibration compaction method has been rapidly applied in the design of cement-stabilized full-depth cold recycled mixtures for its higher compatible with the on-site compaction work mode. Based on a review of the indoor compaction methods, this paper analyzes the application status of test parameters for the vibration compaction method, statistically analyzes the distribution of the maximum dry density, optimum moisture content, cement dosage, and gradation of the mixture under the vibration compaction method, constructs the correlation between the corresponding physical indicators of the vibration compaction method and the heavy compaction method, and compares the distribution difference of compressive strength and specification requirements between vibration compaction and static compaction. The results show that the commonly used test parameters for the vibration compaction method are vibration time of 2 minutes, amplitude of 1.4 mm, static pressure of 0.1 MPa, exciting force of 7 600 N, frequency of 30 Hz, overall counterweight of 3 kN, and the specimen height and diameter are both 150 mm. The ratio of optimum moisture content obtained by the two compaction methods ranges from 0.8 to 1.1, and the ratio of maximum dry density ranges from 0.96 to 1.05;the most common cement dosages for mixture design using the vibration compaction method are 4% and 5%;the concentration range (14%—26%) of the passing rate through the 2.36 mm sieve is lower than the floor level of the standard, which needs to be focused on when formulating relevant standards. The compressive strength of specimens prepared by the vibration compaction method ranges from 2 to 13 MPa, which is 1 to 2.4 times that of specimens prepared by static compaction, and it is easier to meet the standard requirements (1.5—6.0 MPa). This finding provides a useful reference for the application of the vibration compaction method and the optimization of standards.
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Published: 10 August 2026
Online: 2026-08-31
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2026, Vol. 40 
