Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling
Asphalt mixture is composed of asphalt binder with aggregates of different sizes and compacted under static or dynamic forces. In practical engineering, compaction is a critical step in asphalt pavement construction to determine the quality and service life of pavement. Since the dynamic response ch...
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| Format: | Article |
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AIMS Press
2023-02-01
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| Series: | Electronic Research Archive |
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| Online Access: | https://www.aimspress.com/article/doi/10.3934/era.2023114?viewType=HTML |
| _version_ | 1797833187688185856 |
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| author | Hongyu Shan Han-Cheng Dan Shiping Wang Zhi Zhang Renkun Zhang |
| author_facet | Hongyu Shan Han-Cheng Dan Shiping Wang Zhi Zhang Renkun Zhang |
| author_sort | Hongyu Shan |
| collection | DOAJ |
| description | Asphalt mixture is composed of asphalt binder with aggregates of different sizes and compacted under static or dynamic forces. In practical engineering, compaction is a critical step in asphalt pavement construction to determine the quality and service life of pavement. Since the dynamic response characteristics of asphalt pavement can reflect the compaction state of asphalt mixture in the process of compaction, the establishment of the relationship between dynamic response characteristics and compaction degree is definitely significant. In this paper, a series of vibration sensors were adopted to capture the dynamic response signal of the vibration drum and asphalt mixture in the process of vibrating compaction for different surface courses of pavement. Then, the change regulations of vibration acceleration of vibrating drum and asphalt mixture were analyzed, and the quantitative linear relationship was established between accelerations of vibrating drum and asphalt pavement compactness. Further, the concept of evaluation unit (i.e., within 2 meters along the driving direction of the roller) and prediction method of compaction degree were proposed as well. The results showed that under the same vibration compaction condition, the compaction degree values of the top, middle and bottom layers have obvious differences, which should be taken seriously into consideration in the compaction process. Meanwhile, there is little difference which respectively are 2.8, 1.3 and 0.82% for the top, middle and bottom layers between the compaction degrees obtained by the proposed method and measured test. Therefore, the average value of the acceleration peak value of vibration drum within the evaluation unit can be adopted as the characterization index of the compaction degree of asphalt pavement. The investigation of this study can provide the technical reference for compaction control of asphalt pavement to a large extent. |
| first_indexed | 2024-04-09T14:19:24Z |
| format | Article |
| id | doaj.art-4d18d7559299412e9fc26f76f2e816b4 |
| institution | Directory Open Access Journal |
| issn | 2688-1594 |
| language | English |
| last_indexed | 2024-04-09T14:19:24Z |
| publishDate | 2023-02-01 |
| publisher | AIMS Press |
| record_format | Article |
| series | Electronic Research Archive |
| spelling | doaj.art-4d18d7559299412e9fc26f76f2e816b42023-05-05T01:41:15ZengAIMS PressElectronic Research Archive2688-15942023-02-013142230225110.3934/era.2023114Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rollingHongyu Shan0Han-Cheng Dan1Shiping Wang2Zhi Zhang3Renkun Zhang41. School of Civil Engineering, Central South University, Hunan, Changsha 410075, China 2. Power China Guiyang Engineering Corporation Limited, Guizhou, Guiyang 550081, China3. School of Civil Engineering, Central South University, Hunan, Changsha 410075, China3. School of Civil Engineering, Central South University, Hunan, Changsha 410075, China3. School of Civil Engineering, Central South University, Hunan, Changsha 410075, China4. Zhonghai Construction Co., Ltd, Guangdong, Shenzhen 518057, ChinaAsphalt mixture is composed of asphalt binder with aggregates of different sizes and compacted under static or dynamic forces. In practical engineering, compaction is a critical step in asphalt pavement construction to determine the quality and service life of pavement. Since the dynamic response characteristics of asphalt pavement can reflect the compaction state of asphalt mixture in the process of compaction, the establishment of the relationship between dynamic response characteristics and compaction degree is definitely significant. In this paper, a series of vibration sensors were adopted to capture the dynamic response signal of the vibration drum and asphalt mixture in the process of vibrating compaction for different surface courses of pavement. Then, the change regulations of vibration acceleration of vibrating drum and asphalt mixture were analyzed, and the quantitative linear relationship was established between accelerations of vibrating drum and asphalt pavement compactness. Further, the concept of evaluation unit (i.e., within 2 meters along the driving direction of the roller) and prediction method of compaction degree were proposed as well. The results showed that under the same vibration compaction condition, the compaction degree values of the top, middle and bottom layers have obvious differences, which should be taken seriously into consideration in the compaction process. Meanwhile, there is little difference which respectively are 2.8, 1.3 and 0.82% for the top, middle and bottom layers between the compaction degrees obtained by the proposed method and measured test. Therefore, the average value of the acceleration peak value of vibration drum within the evaluation unit can be adopted as the characterization index of the compaction degree of asphalt pavement. The investigation of this study can provide the technical reference for compaction control of asphalt pavement to a large extent.https://www.aimspress.com/article/doi/10.3934/era.2023114?viewType=HTMLvibration compactionasphalt pavementcompaction degreedynamic responsepavement multilayer system |
| spellingShingle | Hongyu Shan Han-Cheng Dan Shiping Wang Zhi Zhang Renkun Zhang Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling Electronic Research Archive vibration compaction asphalt pavement compaction degree dynamic response pavement multilayer system |
| title | Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling |
| title_full | Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling |
| title_fullStr | Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling |
| title_full_unstemmed | Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling |
| title_short | Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling |
| title_sort | investigation on dynamic response and compaction degree characterization of multi layer asphalt pavement under vibration rolling |
| topic | vibration compaction asphalt pavement compaction degree dynamic response pavement multilayer system |
| url | https://www.aimspress.com/article/doi/10.3934/era.2023114?viewType=HTML |
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