Development of Shakedown Criteria for Prediction of Permanent Deformation Characteristics of Modified UGMs with THF Steel Slag
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3142-2_6
Reference19 articles.
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2. Pérez I, Medina L, Gallego J (2010) Plastic deformation behaviour of pavement granular materials under low traffic loading. Granular Matter 12(1):57–68. https://doi.org/10.1007/s10035-009-0154-2
3. Xiao Y, Tutumluer E, Mishra D (2015) Performance evaluations of unbound aggregate permanent deformation models for various aggregate physical properties. Transp Res Rec: J Transp Res Board 2525(1):20–30. https://doi.org/10.3141/2525-03
4. Epps J et al (2014) Development of a specification for flexible base construction. Final Rep. No. FHWA/TX-13/0-6621, College Station
5. Gu F, Zhang Y, Luo X, Sahin H, Lytton RL (2017) Characterization and prediction of permanent deformation properties of unbound granular materials for Pavement ME Design. Constr Build Mater 155:584–592. https://doi.org/10.1016/j.conbuildmat.2017.08.116
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