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<title>Flexural Strength Prediction Models for Soil–Cement from Unconfined Compressive Strength at Seven Days</title>
<creator>Linares Unamunzaga, Alaitz</creator>
<creator>Pérez Acebo, Heriberto</creator>
<creator>Rojo Arce, Marta</creator>
<creator>Gonzalo Orden, Hernán</creator>
<subject>Soil-cement</subject>
<subject>Cement treated materials</subject>
<subject>Cement treated base materials</subject>
<subject>Flexural strength</subject>
<subject>Unconfined compressive strength</subject>
<subject>Long term</subject>
<subject>Short term</subject>
<description>Soil–cement is an environmentally friendly road construction technique for base and&#xd;
subbase materials, which allows employing soils placed in the right-of-way of the road or in the&#xd;
surroundings, by improving its engineering properties. With this technique, it is possible to reduce&#xd;
the over-exploitation of quarries, the necessity of landfills and the pollutant gas emission due to&#xd;
the reduction of aggregate fabrication and transport. The manufacturing of soil–cement is generally&#xd;
controlled by means of the Uniaxial Compressive Strength (UCS) test at seven days, according to the&#xd;
regulations of each country. Nonetheless, one of the properties that best defines the performance of&#xd;
soil–cement is the Flexural Strength (FS) at long term, usually at 90 days. The aim of this paper is to&#xd;
develop new equations to correlate the UCS and the FS at long term and the UCS at seven days and&#xd;
at 90 days. Obtained results validate the proposed models and, hence, the flexural strength can be&#xd;
predicted from the Uniaxial Compressive Strength at seven days, allowing, if necessary, correcting&#xd;
measures (recalculation or rejection) in early stages of the curing time to be taken.</description>
<date>2023-04-20</date>
<date>2023-04-20</date>
<date>2019-01</date>
<type>info:eu-repo/semantics/article</type>
<identifier>1996-1944</identifier>
<identifier>http://hdl.handle.net/10259/7654</identifier>
<identifier>10.3390/ma12030387</identifier>
<identifier>1996-1944</identifier>
<language>eng</language>
<relation>Materials. 2020, V. 12, n. 3, 387</relation>
<relation>https://doi.org/10.3390/ma12030387</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>