Technical Papers
Nov 15, 2017

Research on a Real-Time Monitoring Platform for Compaction of High Embankment in Airport Engineering

Publication: Journal of Construction Engineering and Management
Volume 144, Issue 1

Abstract

Quality control of embankment compaction is of great significance to the durability and stability of high-embankment airports. The current method of embankment quality control mainly relies on manual inspection for a limited number of designated locations after the completion of compaction, which cannot provide the information feedback simultaneously during the compaction or guarantee the compaction quality of the entire working surface. There is an urgent need to develop a new quality-control method of high-embankment airports for the full course of the compaction process. In this paper, a management platform is developed to monitor the real-time compaction process of a high-embankment airport and evaluate the compaction quality of the working surface. To mitigate the effect of human factors to a minimal extent, an optimal path algorithm to guide the real-time compaction trajectory of the impact compactor is proposed, and the unmanned vehicle control technology is implemented on the impact compactor. Furthermore, a virtual-reality tool is incorporated in the developed management platform to provide a three-dimensional interactive display for the compaction process. The feasibility and robustness of the developed management platform is validated by a case study in a pilot section of Beijing Daxing International Airport. The data collected in the case study show that the proposed optimal path algorithm and unmanned vehicle control technique enable the construction process to be faster and more efficient and improve the compaction quality of embankment.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Data generated or analyzed during the study are available from the corresponding author by request. Information about the Journal’s data sharing policy can be found here: http://ascelibrary.org/doi/10.1061/%28ASCE%29CO.1943-7862.0001263.

Acknowledgments

This paper was supported by a grant from the Major State Basic Research Development Program of China (973 Program) (No. 2014CB047006). The authors thank the information management centers of Beihang University and China Airport Construction Group Corp. for their help.

References

3D Studio Max [Computer software]. Autodesk, San Rafael, CA.
ArcGIS version 10.1 [Computer software]. Environmental Systems Research Institute, Inc., Red Lands, CA.
Briaud, J., and Seo, J. (2003). “Intelligent compaction: Overview and research needs.” Federal Highway Administration, Washington, DC.
CAAC (Civil Aviation Administration of China). (2017). “Technical code for high filling engineering of airport.” Proc., 54th Conf. of Directors General of Civil Aviation Asia and Pacific Region, China Civil Aviation Publishing House, Beijing.
Chang, G., Xu, Q., Rutledge, J., and Garber, S. (2014). “A study on intelligent compaction and in-place asphalt density.”, Federal Highway Administration, Washington, DC.
CodePlex. (2017). “.NET GPS vehicle controller.” ⟨http://vehiclecontroller.codeplex.com⟩ (Oct. 8, 2017).
Dell’Acqua, G., Luca, M. D., Russo, F., and Lamberti, R. (2012). “Mix design with low bearing capacity materials.” Baltic J. Road Bridge Eng., 7(3), 204–211.
DevExpress version 14.1.0 [Computer software]. DevExpress, Glendale, CA.
Horan, B. (2014). “Intelligent compaction use is on the rise.” Asphalt, 29(3), 19–21.
Hossain, M., Mulandi, J., Keach, L., Hunt, M., and Romanoschi, S. A. (2006). “Intelligent compaction control.” Proc., 2006 Airfield and Highway Pavement Specialty Conf., ASCE, Los Angeles, 304–316.
Huang, S. X. (2006). “GPS real-time supervisory system and its application in the roller compaction construction.” Eng. Survey. Mapping, 15(3), 23–25 (in Chinese).
Kaufmann, K., and Anderegg, R. (2008). “3D-construction applications. III: GPS-based compaction technology.” Proc., 1st Int. Conf. on Machine Control and Guidance, Hilmar Ingensand und Werner Stempfhuber, Zurich, Switzerland, 1–10.
Liu, D. H., Li, Z., and Lian, Z. (2014). “Compaction quality assessment of earth-rock dam materials using roller-integrated compaction monitoring technology.” Autom. Constr., 44(8), 234–246.
Liu, D. H., Sun, J., Zhong, D., and Song, L. (2012). “Compaction quality control of earth-rock dam construction using real-time field operation data.” J. Constr. Eng. Manage., 1085–1094.
Sandström, A. J., and Pettersson, C. B. (2004). “Intelligent systems for QA/QC in soil compaction.” Proc., Annual Transportation Research Board Meeting, Transportation Research Board of the National Academies, Washington, DC, 2–17.
Thompson, M. J., and White, D. J. (2008). “Estimating compaction of cohesive soils from machine drive power.” J. Geotech. Geoenviron. Eng., 1771–1777.
Unity version 5.0 [Computer software]. Unity Technologies, San Francisco.
Visual Studio version 12.0.30501.0 [Computer software]. Microsoft Corporation, Seattle.
Wells, J. E. R. (2014). “Calibration of non-nuclear devices for construction quality control of compacted soils.” Master thesis, Univ. of Kentucky, Lexington, KY.
Xu, Q., Chang, G. K., and Gallivan, V. L. (2015). “A sensing-information-statistics integrated model to predict asphalt material density with intelligent compaction system.” IEEE/ASME Trans. Mechatron., 20(6), 3204–3211.
Yang, Y. X., et al. (2014). “Preliminary assessment of the navigation and positioning performance of BeiDou regional navigation satellite system.” Sci. China Earth Sci., 57(1), 144–152.
Zhong, D. H., Liu, D. H., and Cui, B. (2011). “Real-time compaction quality monitoring of high core rockfill dam.” Sci. China Technol. Sci., 54(7), 1906–1913.
Zhong, D. H., Ren, B. Y., Li, M. C., Wu, B. P., and Li, M. C. (2010). “Theory on real-time control of construction quality and progress and its application to high arc dam.” Sci. China Technol. Sci., 53(10), 2611–2618.
Zhong, D. H., and Zhang, J. S. (2003). “New method for calculating path float in program evaluation and review technique (PERT).” J. Const. Eng. Manage., 501–506.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 144Issue 1January 2018

History

Received: Mar 20, 2017
Accepted: Jun 29, 2017
Published online: Nov 15, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 15, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Yang-Ping Yao, Ph.D., M.ASCE
Professor, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Yang-Zhi Ruan
Student, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Jun Chen, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China (corresponding author). E-mail: [email protected]
Yi Geng
Student, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Xing Zhang
Student, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Bing-Yang Liu
Student, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Xiao-Peng Zong
Student, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.
Gui-Zhen Yu
Professor, Dept. of Civil Engineering, Beihang Univ., Xueyuan Rd. No. 37, Haidian District, Beijing 100191, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share