<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The unprecedented scale of road network development programs in our country requires the consumption of materials (natural aggregates, binders), often non-renewable and expensive, which are difficult to secure from traditional sources. Alternative solutions for the replacement of natural aggregates, binders, as viable alternatives to classical technologies, the adoption and continuous development of recycling technologies are concerns of researchers, designers and road builders. So, the stabilized mixtures successfully form the sub-grade layers of the rigid road structures or both the sub-grade layers and the base layers of the semi-rigid structures (Zarojanu, 1976).</p>
<p>Compared to traditional, untreated, thick foundations, the stabilized foundations, consisting of a series of thinner layers (assizes), with considerably increased rigidity, ensure a more judicious distribution of traffic loads for lower overall thicknesses of the road structure (Boboc, 1995).</p>
</abstract>

The unprecedented scale of road network development programs in our country requires the consumption of materials (natural aggregates, binders), often non-renewable and expensive, which are difficult to secure from traditional sources. Alternative solutions for the replacement of natural aggregates, binders, as viable alternatives to classical technologies, the adoption and continuous development of recycling technologies are concerns of researchers, designers and road builders. So, the stabilized mixtures successfully form the sub-grade layers of the rigid road structures or both the sub-grade layers and the base layers of the semi-rigid structures (Zarojanu, 1976).
Compared to traditional, untreated, thick foundations, the stabilized foundations, consisting of a series of thinner layers (assizes), with considerably increased rigidity, ensure a more judicious distribution of traffic loads for lower overall thicknesses of the road structure (Boboc, 1995).

Determination of the Physical-Mechanical Characteristics of Non-Cohesive Soils Stabilized with Fly Ash (Part II)

silviu-cristian.iriciuc@academic.tuiasi.ro

“Gheorghe Asachi” Technical University of Iași

Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

The unprecedented scale of road network development programs in our country requires the consumption of materials (natural aggregates, binders), often...

Determination of the Physical-Mechanical Characteristics of Non-Cohesive Soils Stabilized with Fly Ash (Part II)

Publicado en línea: 09 jun 2023

Páginas: 43 - 60

Recibido: 12 ene 2022

Aceptado: 08 abr 2022

DOI: https://doi.org/10.2478/bipca-2021-0033

Palabras clave
fly ash, lime, earthworks, stabilization, road structures

© 2021 Silviu Cristian Iriciuc et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Determination of the Physical-Mechanical Characteristics of Non-Cohesive Soils Stabilized with Fly Ash (Part II)

Publicado en línea: 09 jun 2023

Páginas: 43 - 60

Recibido: 12 ene 2022

Aceptado: 08 abr 2022

DOI: https://doi.org/10.2478/bipca-2021-0033

Palabras clavefly ash, lime, earthworks, stabilization, road structures

© 2021 Silviu Cristian Iriciuc et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Palabras clave
fly ash, lime, earthworks, stabilization, road structures