Correlation between intelligent compaction index and compaction degree of asphalt pavement

2021 ◽  
Author(s):  
Xiaolai Jiao ◽  
Zhengang Feng ◽  
Shujuan Wang ◽  
Merveille Wilhelm BIBOUSSI ◽  
Xinjun Li
2021 ◽  
Vol 2021 ◽  
pp. 1-9
Author(s):  
Ziyi Hou ◽  
Xiao Dang ◽  
Yezhen Yuan ◽  
Bo Tian ◽  
Sili Li

A remote monitoring system with the intelligent compaction index CMV as the core is designed and developed to address the shortcomings of traditional subgrade compaction quality evaluation methods. Based on the actual project, the correlation between the CMV and conventional compaction indexes of compaction degree K and dynamic resilient modulus E is investigated by applying the one-dimensional linear regression equation for three types of subgrade fillers, clayey gravel, pulverized gravel, and soil-rock mixed fill, and the scheme of fitting CMV to the mean value of conventional indexes is adopted, which is compared with the scheme of fitting CMV to the single point of conventional indexes in the existing specification. The test results show that the correlation between the CMV and conventional indexes of clayey gravel and pulverized gravel is much stronger than that of soil-rock mixed subgrades, and the correlation coefficient can be significantly improved by fitting CMV to the mean of conventional indexes compared with single-point fitting, which can be considered as a new method for intelligent rolling correlation verification.


2014 ◽  
Vol 43 (2) ◽  
pp. 20130305 ◽  
Author(s):  
Dharamveer Singh ◽  
Fares Beainy ◽  
Sesh Commuri ◽  
Musharraf Zaman

2014 ◽  
Vol 893 ◽  
pp. 573-576
Author(s):  
Hui Wei ◽  
Wei Li ◽  
Ping Liu

In order to study the asphalt pavement testing compaction technology accuracy with the non-nuclear density gauge.Pave TrackerTM Plus 2701-Bis used to research the influence of temperature and humidity, and Construction dynamic detection technology and methods is established basing on2701-B,And the type of mixture was studied. It is found that, because of the difference of temperature and humidity, the result of Compaction degree has the large variability, the increased with temperature and humidity, especially humidity affects more significant. Finally, the non-nuclear detection technology method of asphalt pavement is established, this paper presents adopting the temperature and humidity compensation or increasing the number of calibration samplesisand and testing used to make up accuracy, which can effectively improve the service performance of airport asphalt pavement.


2021 ◽  
Vol 301 ◽  
pp. 124125
Author(s):  
Pawel Polaczyk ◽  
Wei Hu ◽  
Hongren Gong ◽  
Xiaoyang Jia ◽  
Baoshan Huang

2012 ◽  
Vol 430-432 ◽  
pp. 2013-2016
Author(s):  
Xin Yu

Accurate test dada is the basis of quality control in asphalt pavement construction. Comparative test is an important way to improve test operation level and guarantee the accuracy of test data. To check the condition of the SGC devices and the operator’s skill, comparative test was practiced. The test program and the analysis method to the SGC comparative test data was obtained in accordance with ASTM E691. According to the compaction degree data with SGC compaction at 100 times, two kinds of evaluate methods are compared. The results indicate that robust -statistical-method is more sensitive than ASTM E691-method.


2015 ◽  
Author(s):  
Soojin Yoon ◽  
Makarand Hastak ◽  
Jusang Lee

2019 ◽  
Vol 2019 ◽  
pp. 1-11 ◽  
Author(s):  
Tong Jia ◽  
Tiejun He ◽  
Zhendong Qian ◽  
Jian Lv ◽  
Kaixin Cao

To realize the continuous compaction control (CCC) of asphalt pavement during construction, continuous detection method was investigated for the compaction degree values. For the trajectory of rollers, a collaborative positioning method was proposed. For the monitoring of rolling process, an embedded-based detection system was designed. For the evaluation of rolling effect, harmonic analysis was introduced and a new index, vibration compaction energy value (VCVe), was proposed. Positioning experiments were conducted, and the accuracy was improved to 0.48 m. Rolling tests were performed, and typical compaction meter values (CMVs), compaction control values (CCVs), and VCVe were obtained. The referenced compaction degree by conventional way was 94.6%, which was used to calibrate the detected values of compaction degree indexes. The results showed that continuous compaction detection can be achieved based on positioning system and vibration analysis. Compared with CMV and CCV, VCVe is less discrete, more stable, and consistent to describe the compaction state. Though, all the CMV, CCV, and VCVe indexes are unable to be used for quality assurance directly or alone, they could be an aid for quality control. Continuous compaction detection system meets the monitoring requirements of pavement construction at a lower cost and could lay a foundation for the intelligent compaction (IC).


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