Research on Pavement Performance of Dense Skeleton Lime Fly-Ash Stabilized Aggregate in Gravelly Conditions

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Abstract:

Lime fly-ash stabilized aggregate is the commonly material used as semi-rigid base course of pavement and the performance of pavement directly affects its service life. This paper focuses on pavement performance of dense skeleton lime fly-ash stabilized aggregate in gravelly conditions. Test results show that coarse aggregate of lime fly-ash stabilized aggregate can form skeleton structure and has the advantage of high strength and other better material properties which can meet the requirements pavement.

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Periodical:

Advanced Materials Research (Volumes 287-290)

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1033-1036

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Online since:

July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] The highway engineering inorganic binder stabilizing material test specifications (JTG E51-2009)

Google Scholar

[2] Wu Yanlin, Li Huiguang, Shen Aiqin. Design method research based on volume method lime fly-ash gravel composition. Highway, 2009 (4).

Google Scholar

[3] Shen Aiqin, Li Huiguang, etc, Comprehensive performance and ratio design on lime fly-ash gravel base [R] Chang An University, (2004)

Google Scholar

[4] Liu Gongying Proportion design method on lime fly-ash stabilized macadam mixture with dense skeleton Journal of Chang An University (Natural Science) (2003)

Google Scholar

[5] Sha Qinglin Asphalt Pavement for Semi Rigid Base of High Class Highway [M]. Beijing: People's Communications Press, 1998.

Google Scholar