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<title>Advances in the Study of the Behavior of Full-Depth Reclamation (FDR) with Cement</title>
<creator>Gonzalo Orden, Hernán</creator>
<creator>Linares Unamunzaga, Alaitz</creator>
<creator>Pérez Acebo, Heriberto</creator>
<creator>Díaz Minguela, Jesús</creator>
<subject>Full-depth reclamation</subject>
<subject>Recycling</subject>
<subject>Pavement rehabilitation</subject>
<subject>Cement-treated materials</subject>
<subject>Base materials</subject>
<subject>Unconfined compressive strength</subject>
<subject>Flexural strength</subject>
<subject>Splitting tensile strength</subject>
<subject>Indirect tensile strength</subject>
<description>Road maintenance and rehabilitation are expected to meet modern society’s demands for&#xd;
sustainable development. Full-depth reclamation with cement as a binder is closely linked to the&#xd;
concept of sustainability. In addition to the environmental benefits of reusing the existing pavement as&#xd;
aggregate, this practice entails significant technical and economic advantages. In Spain, in the absence&#xd;
of tests specifically designed to determine the behavior of recycled pavements stabilized with cement,&#xd;
these materials are treated as soil-cement or cement-bound granular material. This assumption is not&#xd;
entirely accurate, because this recycled pavement contains some bituminous elements that reduce&#xd;
its stiffness. This study aimed to obtain the relationships between flexural strength (FS) and the&#xd;
parameters that describe the pavement behavior (long-term unconfined compressive strength (UCS)&#xd;
and indirect tensile strength (ITS)) and compare the findings with the relationships between these&#xd;
parameters in soil-cement and cement-bound granular materials. The results showed that the similar&#xd;
behavior hypothesis is not entirely accurate for recycled pavements stabilized with cement, because&#xd;
they have lower strength values—although, this is not necessarily an indication of poorer performance.</description>
<date>2023-04-20</date>
<date>2023-04-20</date>
<date>2019-07</date>
<type>info:eu-repo/semantics/article</type>
<identifier>http://hdl.handle.net/10259/7655</identifier>
<identifier>10.3390/app9153055</identifier>
<identifier>2076-3417</identifier>
<language>eng</language>
<relation>Applied Sciences. 2019, V. 9, n. 15, 3055</relation>
<relation>https://doi.org/10.3390/app9153055</relation>
<relation>info:eu-repo/grantAgreement/Junta de Castilla y León//BU009A06//Estudio del comportamiento de los firmes reciclados in situ con cemento en Castilla y León como método sostenible en la conservación de carreteras/</relation>
<relation>info:eu-repo/grantAgreement/Junta de Castilla y León//UB 07%2F03/</relation>
<rights>http://creativecommons.org/licenses/by/4.0/</rights>
<rights>info:eu-repo/semantics/openAccess</rights>
<rights>Atribución 4.0 Internacional</rights>
<publisher>MDPI</publisher>
</thesis></metadata></record></GetRecord></OAI-PMH>