2016
DOI: 10.1080/14680629.2016.1235508
|View full text |Cite
|
Sign up to set email alerts
|

Effect of biomass fly ashes as road stabilisation binder

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
12
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 18 publications
(18 citation statements)
references
References 25 publications
0
12
0
Order By: Relevance
“…Stabilizing properties of ash depend on the chemical content and reactivity of certain compounds and, obviously, on the type of base material that is to be stabilised. Considering the energy savings and environmental concerns, and taking into account stabilizing properties of ash, the application of an appropriate type of bioash would reduce the costs of soil stabilization in cases when the binder accounts for 50-70 % of the cost [29].…”
Section: Stabilization Of Soil and Base Layers Of Pavement Structuresmentioning
confidence: 99%
See 2 more Smart Citations
“…Stabilizing properties of ash depend on the chemical content and reactivity of certain compounds and, obviously, on the type of base material that is to be stabilised. Considering the energy savings and environmental concerns, and taking into account stabilizing properties of ash, the application of an appropriate type of bioash would reduce the costs of soil stabilization in cases when the binder accounts for 50-70 % of the cost [29].…”
Section: Stabilization Of Soil and Base Layers Of Pavement Structuresmentioning
confidence: 99%
“…According to Sarkkinen et al [29] and Bohrn et al [30], when bioash is applied as binder for the stabilization of various materials, it must contain at least 20 % of CaO to demonstrate good binding properties. If the CaO content is lower than that, it is necessary to use activators (cement or lime).…”
Section: Stabilization Of Soil and Base Layers Of Pavement Structuresmentioning
confidence: 99%
See 1 more Smart Citation
“…The chemical composition of BA, especially the content of CaO and pozzolan, indicates the possibility of partial or complete replacement of traditional binders, cement, and lime during the stabilization of the subgrade materials with a lower load bearing capacity [ 10 , 11 , 12 , 13 , 14 , 15 ], in the base layers of pavement structures [ 16 , 17 , 18 , 19 , 20 ] or in concretes [ 21 , 22 ]. With the absence of binding properties, BA can be used as a replacement for a mineral filler or aggregate in asphalt mixtures, a filler in concretes, and as a replacement for smaller aggregate in base layers of pavement structures, depending on the fraction of ash.…”
Section: Introductionmentioning
confidence: 99%
“…In the EU, the use of WBA in agriculture is regulated by the criteria determined by national legislation (such as in Sweden, Finland, Germany, Austria, and Croatia) that specify limits for heavy metals based on the total content of elements in the ash [21][22][23]. Furthermore, WBA recovery presents an array of options for the construction industry: as a raw material for alkali activation [24][25][26], in the production of ceramic products [27,28], as a raw material for road construction [29][30][31] or as an aggregate/binder in concrete production [32][33][34][35][36][37][38][39]. Cement is the main component of concrete, one of the dominant materials used in the construction industry [40,41].…”
Section: Introductionmentioning
confidence: 99%