Sciences in Cold and Arid Regions ›› 2017, Vol. 9 ›› Issue (3): 183-191.doi: 10.3724/SP.J.1226.2017.00183
• ARTICLES •
Tuncer B. Edil1, Bora Cetin2, Ali Soleimanbeigi3
Bestgen J, Cetin B, Hatipoglu M, et al., 2016. Mechanical and environmental suitability of recycled concrete aggregate as a highway base material. Journal of Materials in Civil Engineering, 28(9): 04016067. DOI: 10.1061/(ASCE)MT.1943-5533.0001564. [DOI:10.1061/(ASCE)MT.1943-5533.0001564] Bozyurt O, Keene A, Edil TB, et al., 2012. Freeze-thaw effects on stiffness of unbound recycled road base. In: Zubeck H, Yang ZH (eds.). Mechanical Properties of Frozen Soils, STP 1568. pp. 1-19, ASTM International, West Conshohocken, PA 2013. Edil TB, Tinjum JA, Benson CH, 2012. Recycled unbound materials. Minnesota Department of Transportation. Report No. MN/RC 2012-35. St. Paul, MN. http://www.dot.state.mn.us/research/TS/2012/201235.pdf. Haider I, Kaya Z, Cetin A, et al., 2014. Drainage and mechanical behavior of highway base materials. Journal of Irrigation and Drainage Engineering, ASCE, 140(6): 1-14. DOI: 10.1061/(ASCE)IR.1943-4774.0000708. [DOI:10.1061/(ASCE)IR.1943-4774.0000708] Johanneck L, Khazanovich L, 2010. Comprehensive evaluation of effect of climate in mechanistic-empirical pavement design guide predictions. Journal of Transportation Research Board, 2170: 45-55. Kuo SS, Mahgoub HS, Nazef A 2002. Investigation of recycled concrete made with limestone aggregate for a base course in flexible pavement. Journal of the Transportation Research Board, Transportation Research Board, 1787(1): 99-108. DOI: 10.3141/1787-11. [DOI:10.3141/1787-11] Meagher W, Daniel J, Jacobs J, et al., 2012. Method for evaluating implications of climate change for design and performance of flexible pavements. Transportation Research Record: Journal of the Transportation Research Board, 2305(1): 111-120. DOI: 10.3141/2305-12. [DOI:10.3141/2305-12] Mills BN, Tighe SL, Andrey J, et al., 2007. The road well-traveled: implications of climate change for pavement infrastructure in southern Canada. Nature Reports Climate Change, 16(43): 417-433. National Cooperative Highway Research Report (NCHRP), 2004. Laboratory determination of resilient modulus for flexible pavement design. Proceedings of the 83th Annual Meeting, Transportation Research Board, Washington D.C.. Rosa MG, Cetin B, Edil, TB, et al., 2016. Development of a test procedure for freeze-thaw durability of geomaterials stabilized with fly ash. Geotechnical Testing Journal, 39(6): 938-953. DOI: 10.1520/GTJ20150126. [DOI:10.1520/GTJ20150126] Rosa MG, Cetin B, Edil TB, et al., 2017. Freeze-thaw performance of fly ash-stabilized materials and recycled pavement materials. Journal of Materials in Civil Engineering, 04017015. DOI: 10.1061/(ASCE)MT.1943-5533.0001844. Soleimanbeigi A, Shedivy RF, Tinjum JM, et al., 2015. Climatic effect on resilient modulus of recycled unbound aggregates. Road Material and Pavement Design, 16(4): 836-853. DOI: 10.1080/14680629.2015.1060250. [DOI:10.1080/14680629.2015.1060250] |
[1] | ShengYun Chen, Qian Zhao, WenJie Liu, Zhao Zhang, Shuo Li, HongLin Li, ZhongNan Nie, LingXi Zhou, ShiChang Kang. Effects of freeze-thaw cycles on soil N2O concentration and flux in the permafrost regions of the Qinghai-Tibetan Plateau [J]. Sciences in Cold and Arid Regions, 2018, 10(1): 69-79. |
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