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Croatian Journal of Forest Engineering : Časopis za teoriju i praksu šumarskoga inženjerstva, Vol. 37 No. 1, 2016.

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Fly Ash in Forest Road Rehabilitation

Tomi Kaakkurivaara orcid id orcid.org/0000-0002-5876-1318 ; Natural Resources Institute Finland Green technology Kaironiementie 15, FI-39700 Parkano FINLAND
Pauli Kolisoja ; Tampere University of Technology Department of Civil Engineering P.O. Box 600, FI-33101Tampere FINLAND
Jori Uusitalo ; Natural Resources Institute Finland Green technology Kaironiementie 15, FI-39700 Parkano FINLAND
Nuutti Vuorimies ; Tampere University of Technology Department of Civil Engineering P.O. Box 600, FI-33101Tampere FINLAND

Puni tekst: engleski pdf 1.947 Kb

str. 119-130

preuzimanja: 388

citiraj

Sažetak

Finnish forestry and bioenergy production is seeking novel uses for the fly ash deriving from biomass conversion. There are various possibilities for using fly ash in civil engineering including road construction. The increase in bioenergy production has created more interest for using ash in forest roads. However, no established methods for the rehabilitation of forest roads exist yet. Hence, this research aims to find a suitable construction method that involves using ash that provides adequate bearing capacity. It involved building ten test road sections: two of them were reference sections without fly ash. The study examined the effect of four different rehabilitation methods on the bearing capacity of roads. Measurements were made once before and four times after the rehabilitation. The measuring devices included a light falling weight deflectometer (LFWD), a dynamic cone penetrometer (DCP) and a conventional falling weight deflectometer (FWD). Two of the rehabilitation structures were 50 and 25 cm thick fly ash layers. The other two were 15 and 20 cm thick layers made of fly ash and aggregate in different mixing ratios. In all cases, the constructed layers were paved with aggregate. Statistical comparison showed that the bearing capacity of the rehabilitated road sections had improved compared to the reference sections. The recorded bearing capacities after rehabilitation (during spring thaw in 2012, 2013 and 2014) were about the same as before rehabilitation in summer 2011. Based on this study, fly ash can be recommended as an option for forest road rehabilitation.

Ključne riječi

forest road; rehabilitation; fly ash; bearing capacity

Hrčak ID:

153477

URI

https://hrcak.srce.hr/153477

Datum izdavanja:

1.2.2016.

Posjeta: 884 *