Abstract

The horizontal alignment of existing railway must be re-created and calibrated periodically to meet the requirements of safety, stability and comfort. Most existing re-creation methods perform local section optimization, in which the whole alignment is divided into several sections, depending on the number and positions of intersection points, and then each section is re-created successively. The final whole re-created horizontal alignment is generated by combining optimized re-created sections. In this process, the re-created result of one section must be adjusted in re-creating the next section. Thus, the optimized re-created result of the previous section cannot be preserved. To overcome this problem, some methods use the result of local section optimization as the initial value, and then further optimize the whole alignment. However, the final re-created alignment is affected easily by the local section optimization, so that the re-created alignment is not optimized. This paper proposes an overall swing iteration based on points-alignment consistency integrated with mesh adaptive direct search (MADS). At each iteration, the adverse effect of re-creating successive sections is avoided by preferentially fitting all shared tangents which link nearby sections and then fitting curved segments simultaneously. To optimize curved segments further, MADS is introduced to optimize the parameters and handle constraints. After each iteration, the attributes of measured points for the whole alignment are adjusted based on points-alignment consistency until they are consistent with the attributes of re-created geometric elements. Applications demonstrated that the proposed approach can re-create an optimized horizontal alignment while satisfying multiple constraints.

Get full access to this article

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

Data Availability Statement

The data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work is funded partially by the National Science Foundation of China (NSFC) with Award Nos. 51778640 and 52078497, the Hunan Province Open Foundation for University Innovation Platform with Award No. 20K140, and the State Key Laboratory of Rail Transit Engineering Information (FSDI) with Award No. SKLK21-08. The authors are grateful to the China Railway Siyuan Survey and Design Group Co. Ltd. and to the China Railway First Survey and Design Institute Group Co., Ltd. for supporting them with many real cases.

References

Audet, C., and J. E. Dennis Jr. 2006. “Mesh adaptive direct search algorithms for constrained optimization.” SIAM J. Optim. 17 (1): 188–217. https://doi.org/10.1137/040603371.
Audet, C., and J. E. Dennis Jr. 2009. “A progressive barrier for derivative-free nonlinear programming.” SIAM J. Optim. 20 (1): 445–472. https://doi.org/10.1137/070692662.
Awuah-Baffour, R., W. Sarasua, K. K. Dixon, W. Bachman, and R. Guensler. 1997. “Global positioning system with an attitude: Method for collecting roadway grade and superelevation data.” Transp. Res. Rec. 1592 (1): 144–150. https://doi.org/10.3141/1592-17.
Aziz, M., W. Hare, M. Jaberipour, and Y. Lucet. 2020. “Multi-fidelity algorithms for the horizontal alignment problem in road design.” Eng. Optim. 52 (11): 1848–1867. https://doi.org/10.1080/0305215X.2019.1691547.
Beiranvand, V., W. Hare, Y. Lucet, and S. Hossain. 2017. “Multi-haul quasi network flow model for vertical alignment optimization.” Eng. Optim. 49 (10): 1777–1795. https://doi.org/10.1080/0305215X.2016.1271880.
Bosurgi, G., and A. D’Andrea. 2012. “A polynomial parametric curve (PPC-CURVE) for the design of horizontal geometry of highways.” Comput.-Aided Civ. Infrastruct. Eng. 27 (4): 304–a312. https://doi.org/10.1111/j.1467-8667.2011.00750.x.
Cafiso, S. 2008. “Automated in-vehicle data collection and treatment for existing roadway alignment.” Chap. 73 in Efficient transportation and pavement systems. Boca Raton, FL: CRC Press.
Cai, H., and W. Rasdorf. 2008. “Modeling road centerlines and predicting lengths in 3-D using LIDAR point cloud and planimetric road centerline data.” Comput.-Aided Civ. Infrastruct. Eng. 23 (3): 157–173. https://doi.org/10.1111/j.1467-8667.2008.00518.x.
Camacho-Torregrosa, F. J., A. M. Pérez-Zuriaga, J. M. Campoy-Ungría, A. García, and A. P. Tarko. 2015. “Use of heading direction for recreating the horizontal alignment of an existing road.” Comput.-Aided Civ. Infrastruct. Eng. 30 (4): 282–299. https://doi.org/10.1111/mice.12094.
Carlson, P. J., M. Burris, K. Black, and E. R. Rose. 2005. “Comparison of radius-estimating techniques for horizontal curves.” Transp. Res. Rec. 1918 (1): 76–83. https://doi.org/10.1177/0361198105191800110.
Castro, M., L. Iglesias, R. Rodríguez-Solano, and J. Sánchez. 2006. “Geometric modelling of highways using global positioning system (GPS) data and spline approximation.” Transp. Res. Part C Emerging Technol. 14 (4): 233–243. https://doi.org/10.1016/j.trc.2006.06.004.
Eliou, N., and G. Kaliabetsos. 2014. “A new, simple and accurate transition curve type, for use in road and railway alignment design.” Eur. Transport Res. Rev. 6 (2): 171–179. https://doi.org/10.1007/s12544-013-0119-8.
Hamidi, A., and K. Aghabayk. 2020. “Introducing a new curve with symmetrical parabolic curvature for horizontal alignment.” J. Transp. Eng. Part A Syst. 146 (6): 04020047. https://doi.org/10.1061/JTEPBS.0000356.
Ilalokhoin, O., R. Pant, and J. W. Hall. 2022. “A multi-track rail model for estimating journey impacts from extreme weather events: A case study of Great Britain’s rail network.” Int. J. Rail Transp. 10 (2): 133–158. https://doi.org/10.1080/23248378.2021.1891582.
Imran, M., Y. Hassan, and D. Patterson. 2006. “GPS–GIS-based procedure for tracking vehicle path on horizontal alignments.” Comput.-Aided Civ. Infrastruct. Eng. 21 (5): 383–394. https://doi.org/10.1111/j.1467-8667.2006.00444.x.
Lee, Y., Y.-R. Tsou, and H.-L. Liu. 2009. “Optimization method for highway horizontal alignment design.” J. Transp. Eng. 135 (4): 217–224. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:4(217).
Li, F., X. Ren, W. Luo, and X. Chen. 2018. “Methodology for existing railway reconstruction with constrained optimization based on point cloud data.” Appl. Sci. 8 (10): 1782. https://doi.org/10.3390/app8101782.
Li, W., H. Pu, and X. B. Peng. 2009. “Existing railway plane line reconstruction algorithm based on direction acceleration method.” [In Chinese.] J. Railway Sci. Eng. 6 (3): 47–51.
Li, W., H. Pu, P. Schonfeld, Z. Song, H. Zhang, L. Wang, J. Wang, X. Peng, and L. Peng. 2019. “A method for automatically recreating the horizontal alignment geometry of existing railways.” Comput.-Aided Civ. Infrastruct. Eng. 34 (1): 71–94. https://doi.org/10.1111/mice.12392.
Li, Z., M. V. Chitturi, A. R. Bill, and D. A. Noyce. 2012. “Automated identification and extraction of horizontal curve information from geographic information system roadway maps.” Transp. Res. Rec. 2291 (1): 80–92. https://doi.org/10.3141/2291-10.
Manthey, D. 2005. “General least-squares-direct solutions and bundle adjustments.” Accessed January 22, 2022. http://citeseerx.ist.psu.edu/viewdoc/download;jsessionid=02677FFDB47992C661B0562DA265EDD4?doi=10.1.1.498.8460&rep=rep1&type=pdf.
Nakayama, H., H. Sayama, and Y. Sawaragi. 1975. “A generalized Lagrangian function and multiplier method.” J. Optim. Theory Appl. 17 (3–4): 211–227. https://doi.org/10.1007/BF00933876.
Othman, S., R. Thomson, and G. Lannér. 2012. “Using naturalistic field operational test data to identify horizontal curves.” J. Transp. Eng. 138 (9): 1151–1160. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000408.
Powell, M. J. D. 1964. “An efficient method for finding the minimum of a function of several variables without calculating derivatives.” Comput. J. 7 (2): 155–162. https://doi.org/10.1093/comjnl/7.2.155.
Press, W. H., S. A. Teukolsky, W. T. Vetterling, and B. P. Flannery. 2007. “Golden section search in one dimension.” In Numerical recipes: The art of scientific computing. 3rd ed. Cambridge, UK: Cambridge University Press.
Price, M. 2010. “Under construction: Building and calculating turn radii.” ArcUser Mag. 13 (1): 50–56.
Pu, H., Z. Liang, P. Schonfeld, W. Li, J. Wang, H. Zhang, T. Song, J. Wang, J. Hu, and X. Peng. 2022. “Optimization of grade-separated road and railway crossings based on a distance transform algorithm.” Eng. Optim. 54 (2): 232–251. https://doi.org/10.1080/0305215X.2020.1861264.
Pu, H., L. Zhao, W. Li, J. Zhang, Z. Zhang, J. Liang, and T. Song. 2019. “A global iterations method for recreating railway vertical alignment considering multiple constraints.” IEEE Access 7 (Aug): 121199–121211. https://doi.org/10.1109/ACCESS.2019.2937658.
Roh, T.-H., D.-J. Seo, and J.-C. Lee. 2003. “An accuracy analysis for horizontal alignment of road by the kinematic GPS/GLONASS combination.” KSCE J. Civ. Eng. 7 (1): 73–79. https://doi.org/10.1007/BF02841990.
Sayama, H., L. T. Fan, and L. S. Fan. 1976. “On Lagrange multipliers and constraints II. Augmented Lagrangian approach.” Int. J. Syst. Sci. 7 (11): 1299–1313. https://doi.org/10.1080/00207727608942005.
Shafahi, Y., and M. Bagherian. 2013. “A customized particle swarm method to solve highway alignment optimization problem.” Comput.-Aided Civ. Infrastruct. Eng. 28 (1): 52–67. https://doi.org/10.1111/j.1467-8667.2012.00769.x.
Song, T. R., H. Pu, P. Schonfeld, W. Li, H. Zhang, Y. Ren, J. Wang, J. Hu, and X. Peng. 2020a. “Parallel three-dimensional distance transform for railway alignment optimization using OpenMP.” J. Transp. Eng. Part A Syst. 146 (5): 04020029. https://doi.org/10.1061/JTEPBS.0000344.
Song, Z., H. Ding, J. Li, and H. Pu. 2018. “Circular curve-fitting method for field surveying data with correlated noise.” J. Surv. Eng. 144 (4): 04018010. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000262.
Song, Z., F. Yang, P. Schonfeld, J. Li, and H. Pu. 2020b. “Heuristic strategies of modified Levenberg–Marquardt algorithm for fitting transition curves.” J. Surv. Eng. 146 (2): 04020001. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000307.
Song, Z., F. Yang, P. Schonfeld, H. Liu, and J. Li. 2021. “Integrating segmentation and parameter estimation for recreating vertical alignments.” Comput.-Aided Civ. Infrastruct. Eng. 36 (4): 472–488. https://doi.org/10.1111/mice.12634.
Zuriaga, A. M. P., A. G. García, F. J. C. Torregrosa, and P. D’Attoma. 2010. “Modeling operating speed and deceleration on two-lane rural roads with global positioning system data.” Transp. Res. Rec. 2171 (1): 11–20. https://doi.org/10.3141/2171-02.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 8August 2022

History

Received: Nov 19, 2021
Accepted: Feb 24, 2022
Published online: May 18, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 18, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, School of Civil Engineering, Central South Univ., National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China. Email: [email protected]
Shujun Zhen [email protected]
M.S. Candidate, School of Civil Engineering, Central South Univ., National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China. Email: [email protected]
Paul Schonfeld, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. Email: [email protected]
Professor, School of Civil Engineering, Central South Univ., National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China (corresponding author). ORCID: https://orcid.org/0000-0002-2585-2678. Email: [email protected]
Zhenya Zhang [email protected]
China Railway Siyuan Survey and Design Institute Co. Ltd., Wuhan 430063, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China. Email: [email protected]
M.S. Candidate, School of Civil Engineering, Central South Univ., National Engineering Research Center of High-Speed Railway Construction Technology, Changsha 410075, China. Email: [email protected]
Fanghua Wei [email protected]
China Railway First Survey and Design Institute Group Co., Ltd., Xi’an 710043, China. Email: [email protected]
Hunan Zhongda Design Institute Co., Ltd., Changsha 410018, China. Email: [email protected]

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

  • A Method for Determining the Directional Angle of a Railway Route Based on Field Measurements, Sensors, 10.3390/s24041131, 24, 4, (1131), (2024).
  • Recreating horizontal alignments of existing railways with a hybrid analytic and harmony search algorithm, Engineering Applications of Artificial Intelligence, 10.1016/j.engappai.2023.107354, 128, (107354), (2024).
  • A Mathematical Approach for Recreation Non-symmetric 2D Railway Alignments, Advances in Computational Mechanics and Applications, 10.1007/978-3-031-49791-9_28, (401-420), (2024).
  • Combined approximation algorithms for interactive design of road routes in CAD, Russian Technological Journal, 10.32362/2500-316X-2023-11-4-72-83, 11, 4, (72-83), (2023).
  • Two algorithms for reconstructing vertical alignments exploring the neural dynamics model of Adeli and Park, Computer-Aided Civil and Infrastructure Engineering, 10.1111/mice.13101, 39, 5, (692-706), (2023).

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