Open Access
| Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
|
|
|---|---|---|
| Article Number | 02006 | |
| Number of page(s) | 8 | |
| Section | Experimental Investigations From Very Small Strains to Beyond Failure - Advances in Field Testing and Monitoring Techniques | |
| DOI | https://doi.org/10.1051/e3sconf/202454402006 | |
| Published online | 02 July 2024 | |
- ASTM D1557 “Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3–2,700 kN-m/m3)”, ASTM International, West Conshohocken, PA, United States, 2012. [Google Scholar]
- Erlingsson, S., and Rahman, M. S. “Evaluation of permanent deformation characteristics of unbound granular materials from multi-stage repeated load triaxial test. Transport Research Records: Journal of the Transportation Research Board, 2013, No. 2369, 11–19. https://doi.org/10.3141/2369-02 [CrossRef] [Google Scholar]
- Gomes Correia, A. “Evaluation of mechanical properties of unbound granular materials for pavements and rail tracks”, Gomes Correia and Loizos (Editors), Geotechnics in Pavement and Railway Design and Construction., MillPress, 2004. [Google Scholar]
- Hornych P, Chazallon C, Allou F, El Abd A. “Selection and evaluation of models for prediction of permanent deformations of unbound granular materials in road pavements”. Work Package 5, Performance-based specifications. SAMARIS, 2004. [Google Scholar]
- Kuttah, D. “Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test”, Transportation Geotechnics, 2021, Volume 27,100482, ISSN 2214–3912, https://doi.org/10.1016/j.trgeo.2020.100482 [Google Scholar]
- Lekarp F, Isacsson U, Dawson A “State of the art. II: “Permanent strain response of unbound aggregates”, J Transp Eng., 2000, 126(1): 76–83. https://doi.org/10.1061/(ASCE)0733-947X(2000)126:1(76) [Google Scholar]
- Lekarp, F. “Resilient and permanent deformation behavior of unbound aggregates under repeated loading”, PhD Thesis. The Royal Institute of Technology, KTH, Stockholm, Sweden, 1999. [Google Scholar]
- Lima, C.; Motta, L., Aragão, F. “Effects of Compaction Moisture Content on Permanent Deformation of Soils Subjected to Repeated Triaxial Load Tests”, Transportation Research Record, 2019, Vol. 2673(2) 466–476. https://doi.org/10.1177/0361198118825124 [CrossRef] [Google Scholar]
- Puppala AJ, Saride S, Chomtid S. “Experimental and modeling studies of permanent strains of subgrade soils”, Geotech Geoenviron Eng, 2009, 135:1379–89. [CrossRef] [Google Scholar]
- Rahman, M. S. and Erlingsson, S. “A model for predicting permanent deformation of unbound granular materials”, Road Mater Pavement Des., 2015,;16:653–73. https://doi.org/10.1080/14680629.2015.1026382 [Google Scholar]
- Ramosa, A.; Correiaa, A. G.;Indraratnab, B.; Ngob, T.; Calcadac, R. and Costac, P. “Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking”, Transportation Geotechnics Volume 23, June 2020, 100326, https://doi.org/10.1016/j.trgeo.2020.100326 [Google Scholar]
- Siekmeier, J.; Pinta, C., Merth, S.; Jensen, J., Davich, P., Camargo, F. & Beyer, M. “Using the dynamic cone penetrometer and light weight deflectometer for construction quality assurance, 2009, (No. MN/RC 2009–12). [Google Scholar]
- Silva, M., Ribeiroa, M., Furlana, A.; Fabbria, G. “Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil”, Transportation Geotechnics, 2021, 26, 100443. https://doi.org/10.1016/j.trgeo.2020.100443 [Google Scholar]
- SS-EN 1097–6 “Tests for mechanical and physical properties of aggregates”, Part 6 “Determination of particle density and water absorption”, SIS, Swedish Standards Institute, Stockholm, Sweden, 2013. [Google Scholar]
- SS-EN 933–1 “Tests for geometrical properties of aggregates”, Part 1 “Determination of particle size distribution – sieving method”, SIS, Swedish Standards Institute, Stockholm, Sweden, 2004. [Google Scholar]
- SS-EN ISO 14688–2 “Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification”, SIS, Swedish Standards Institute, Stockholm, Sweden, 2004. [Google Scholar]
- SS-EN ISO 17892–12 “Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits”, ISO, the International Organization for Standardization, 2018. [Google Scholar]
- VVTK Väg “The Swedish transport administration standards”, VV Publication 2008:78, Borlänge, Sweden, 2008. [Google Scholar]
- Xiao Y, Tutumluer E, Mishra D. “Performance evaluation of unbound aggregate permanent deformation models for different aggregate physical properties”. Transport Res Record J Transport Res Board; 2015, 2525:20–30. [Google Scholar]
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