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Technical and environmental assessment of an alternative binder for low traffic roads with LCA methodology

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Date
2017
Author
Quintero A.B., Cano D.G., Peláez G.C., Arias Y.P.
Quintero, A.B., Facultad de Ingeniería, Universidad de Medellín, Carrera, 87 N° 30-65, Medellín, Colombia; Cano, D.G., Facultad de Ingeniería, Universidad de Medellín, Carrera, 87 N° 30-65, Medellín, Colombia; Peláez, G.C., Facultad de Ingeniería, Universidad de Medellín, Carrera, 87 N° 30-65, Medellín, Colombia; Arias, Y.P., Facultad de Arquitectura, Universidad Nacional de Colombia, Cl. 59a #63-20, Medellín, Colombia

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TY - GEN T1 - Technical and environmental assessment of an alternative binder for low traffic roads with LCA methodology AU - Quintero A.B., Cano D.G., Peláez G.C., Arias Y.P. Y1 - 2017 UR - http://hdl.handle.net/11407/4542 PB - Springer International Publishing AB - ER - @misc{11407_4542, author = {Quintero A.B. Cano D.G. Peláez G.C. Arias Y.P.}, title = {Technical and environmental assessment of an alternative binder for low traffic roads with LCA methodology}, year = {2017}, abstract = {}, url = {http://hdl.handle.net/11407/4542} }RT Generic T1 Technical and environmental assessment of an alternative binder for low traffic roads with LCA methodology A1 Quintero A.B., Cano D.G., Peláez G.C., Arias Y.P. YR 2017 LK http://hdl.handle.net/11407/4542 PB Springer International Publishing AB OL Spanish (121)
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Abstract
Currently, low traffic roads in most countries are made up of unpaved roads; therefore, to increase the bearing capacity and durability of soils, using stabilizers such as lime and portland cement is required. In this paper, the results obtained from the addition of alternative binder materials based on industrial by products such as alkali activated coal ashes that work as soil stabilizers with sustainability criteria and are assessed through Life Cycle Assessment (LCA); this process is approached from the preparation, packaging and storage of binder material, its activation and finally the application in test sections obtaining unconfined compressive strengths of the order of 2 MPa; which represented an increase in resistance above 300% for the same soil without stabilization. © 2017, The Minerals, Metals & Materials Society.
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http://hdl.handle.net/11407/4542
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