Mechanistic-Empirical Design of Low Volume Flexible Road Pavement by Limiting Vertical Interface Stress and Strain on Subgrade
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63588-5_46
Reference15 articles.
1. El-Ashwah AS, Mousa E, El-Badawy SM, Abo-Hashema MA (2022) Advanced characterization of unbound granular materials for pavement structural design in Egypt. Int J Pavement Eng 23(2):476–488
2. Sahis MK, Biswas PP (2021) Optimization of bituminous pavement thickness using mechanistic-empirical strain-based design approach. Civil Engineering Journal 7(5):804–815
3. Chen WB, Feng WQ, Yin JH, Chen JM, Borana L, Chen RP (2020) New model for predicting permanent strain of granular materials in embankment subjected to low cyclic loadings. J Geotech. Geo Environ. Eng. 146(9):04020084
4. Singh AK, Sahoo JP (2020) Analysis and design of two layered flexible pavement systems: a new mechanistic approach. Comput Geotech 117(12):1032381–1032412
5. Alnedawi A, Nepal KP, Al-Ameri R (2019) Permanent deformation prediction model of unbound granular materials for flexible pavement design. Transp Infrastruct Geotechnol 6:39–55
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