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Statements

Subject Item
n2:RIV%2F62156489%3A43410%2F14%3A00229606%21RIV15-MSM-43410___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
The reinforcement of forest timber hauling roads is a broad issue that includes many different solutions. All of them need to respect the fact that timber transport puts the maximum allowable pressure on the axles of the design vehicle as well as on the surface of forest roads. Also the economic aspect of the solution is emphasised as forest roads are roads with a low intensity of transport. Therefore, a suitable solution for forest road reinforcement must incorporate both of these opposing requirements. It means a forest road is to be constructed so that it is economically acceptable in direct proportion with the revenues and costs of forest management and, at the same time, meets the qualitative requirements related to the heavy use of the hauling vehicle axle. In addition, it is necessary to realise that forest stands are often located on terrain least appropriate for road construction. Some forest roads need to be operational all year round and their reinforcement design has to take this into account with a proposed surface layer that will satisfy this requirement. All in all, the construction and reinforcement of forest roads are loaded with high requirements. For this reason, besides the classical technologies of structural road layers for seasonal or all-year-round operation such as unbound mixtures and penetration macadam, other suitable technologies of reinforcement that will comply with the aforementioned requirements are sought after. One of them is fly ash suspension. This grouted constructional layer is used as a reinforcement layer for forest roads. This paper describes the development of reinforcement and construction of forest roads and provides the partial results of an experiment in which reinforcement was carried out using a fly ash concrete suspension. The reinforcement of forest timber hauling roads is a broad issue that includes many different solutions. All of them need to respect the fact that timber transport puts the maximum allowable pressure on the axles of the design vehicle as well as on the surface of forest roads. Also the economic aspect of the solution is emphasised as forest roads are roads with a low intensity of transport. Therefore, a suitable solution for forest road reinforcement must incorporate both of these opposing requirements. It means a forest road is to be constructed so that it is economically acceptable in direct proportion with the revenues and costs of forest management and, at the same time, meets the qualitative requirements related to the heavy use of the hauling vehicle axle. In addition, it is necessary to realise that forest stands are often located on terrain least appropriate for road construction. Some forest roads need to be operational all year round and their reinforcement design has to take this into account with a proposed surface layer that will satisfy this requirement. All in all, the construction and reinforcement of forest roads are loaded with high requirements. For this reason, besides the classical technologies of structural road layers for seasonal or all-year-round operation such as unbound mixtures and penetration macadam, other suitable technologies of reinforcement that will comply with the aforementioned requirements are sought after. One of them is fly ash suspension. This grouted constructional layer is used as a reinforcement layer for forest roads. This paper describes the development of reinforcement and construction of forest roads and provides the partial results of an experiment in which reinforcement was carried out using a fly ash concrete suspension.
dcterms:title
Technologies for the reinforcement of forest timber hauling roads Technologies for the reinforcement of forest timber hauling roads
skos:prefLabel
Technologies for the reinforcement of forest timber hauling roads Technologies for the reinforcement of forest timber hauling roads
skos:notation
RIV/62156489:43410/14:00229606!RIV15-MSM-43410___
n3:aktivita
n14:S
n3:aktivity
S
n3:cisloPeriodika
2
n3:dodaniDat
n10:2015
n3:domaciTvurceVysledku
n15:6284175
n3:druhVysledku
n8:J
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n5:predkladatel
n3:idSjednocenehoVysledku
49640
n3:idVysledku
RIV/62156489:43410/14:00229606
n3:jazykVysledku
n17:eng
n3:klicovaSlova
bearing capacity; reinforcement; forest road
n3:klicoveSlovo
n9:forest%20road n9:bearing%20capacity n9:reinforcement
n3:kodStatuVydavatele
CZ - Česká republika
n3:kontrolniKodProRIV
[FC958DDC7F2E]
n3:nazevZdroje
Journal of Landscape Management
n3:obor
n16:GK
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n10:2014
n3:svazekPeriodika
5
n3:tvurceVysledku
Hrůza, Petr
s:issn
1804-2821
s:numberOfPages
6
n11:organizacniJednotka
43410