Predicting resilient modulus of flexible pavement foundation using extreme gradient boosting based optimised models-Reference-Cited by-同舟云学术

Predicting resilient modulus of flexible pavement foundation using extreme gradient boosting based optimised models

Published:2022-07-11 Issue: Volume: Page:1-20
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Sarkhani Benemaran Reza¹^ORCID,Esmaeili-Falak Mahzad²^ORCID,Javadi Akbar³^ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Geotechnical Engineering, University of Zanjan, Zanjan, Iran

2. Department of Civil Engineering, North Tehran Branch, Islamic Azad University, Tehran, Iran

3. Department of Engineering, Univ. of Exeter, Exeter, UK

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2022.2095385

Reference78 articles.

1. AASHTO, T., 2003. 307, Determining the resilient modulus of soils and aggregate materials, Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Washington, DC.

2. Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions

3. Barksdale, R.D. et al., 1997. Laboratory determination of resilient modulus for flexible pavement design.

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