Critical Responses of Flexible Pavements Under Superheavy Loads and Data-Driven Surrogate Model

Author:

Koh YongsungORCID,Ceylan HalilORCID,Kim SunghwanORCID,Cho In HoORCID

Funder

iowa department of transportation

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference41 articles.

1. Super Heavy Single-Trip Permits. (2020). Texas Department of Motor Vehicles. https://www.txdmv.gov/oversize-weight-permits/super-heavy-single-trip. Accessed July 15 2020.

2. Papagiannakis, A.T. (2015). Practices for Permitting Superheavy Load Movements on Highway Pavements. No. Project 20–05, Topic 45–14.

3. Hajj, E., Siddharthan, R.V., Nabizadeh, H., Elfass, S., Nimeri, M., Kazemi, S.F., Batioja-Alvarez, D.D. and Piratheepan, M. (2018). Analysis Procedures for Evaluating Superheavy Load Movement on Flexible Pavements, Volume I. No. FHWA-HRT-18-049. United States. Federal Highway Administration. Office of Research, Development, and Technology.

4. Nimeri, M., Nabizadeh, H., Hajj, E., Siddharthan, R.V., and Elfass, S. (2018). Analysis Procedures for Evaluating Superheavy Load Movement on Flexible Pavements, Volume III: Appendix B, Superheavy Load Configurations and Nucleus of Analysis Vehicle. No. FHWA-HRT-18-051. United States. Federal Highway Administration. Office of Infrastructure Research and Development.

5. Zhang, J., Peng, J., Zhang, A. and Li, J. (2020). Prediction of permanent deformation for subgrade soils under traffic loading in southern China. International Journal of Pavement Engineering, pp. 1–10.

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