<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-05-03T10:22:47Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/7498" metadataPrefix="oai_dc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/7498</identifier><datestamp>2025-09-24T11:18:24Z</datestamp><setSpec>com_10259_7396</setSpec><setSpec>com_10259.4_2505</setSpec><setSpec>com_10259.4_106</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_7397</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>An adjusted analytical solution for thermal design in artificial ground freezing</dc:title>
<dc:creator>Sancho Calderón, Diego</dc:creator>
<dc:creator>Ortiz Palacio, Santiago</dc:creator>
<dc:creator>Ibáñez García, Sergio</dc:creator>
<dc:creator>Bock, Sven</dc:creator>
<dc:subject>Groundwater control</dc:subject>
<dc:subject>Artificial ground freezing</dc:subject>
<dc:subject>Thermal desing</dc:subject>
<dc:subject>Stefan problem</dc:subject>
<dc:subject>Analytical solution</dc:subject>
<dc:subject>Phase change</dc:subject>
<dc:subject>Construcción</dc:subject>
<dc:subject>Ingeniería civil</dc:subject>
<dc:subject>Building</dc:subject>
<dc:subject>Civil engineering</dc:subject>
<dc:description>Artificial ground freezing is a widely used, reliable method for excavation in water-bearing ground. The questions posed in the thermal design of ground freezing projects require solving moving boundary (Stefan) problems. Approximate analytical solutions, such as the ones by St¨&#xd;
ander1 and Sanger and Sayles,2 have been&#xd;
developed for thermal engineering design and are used by practitioners across the industry. For instance, Sanger&#xd;
&amp; Sayles’ solution is widely used for the single-freeze-pipe problem, but it has proven to be of limited accuracy.3&#xd;
In the present paper, an adjustment to this formula is proposed based on the re-evaluation of their empirical&#xd;
assumption that the ratio between the temperature penetration depth and the phase-change radius equals a&#xd;
constant value of 3 regardless the conditions. A sensitivity study is performed using a verified numerical model as&#xd;
a benchmark to study several problems with different initial and boundary conditions (initial, phase change and&#xd;
freeze pipe temperatures) and thermal properties of the ground (water content, thermal conductivity and heat&#xd;
capacity). This is done for the freezing times of 10 and 365 days, in order to consider the potential change of the&#xd;
ratio with the freezing time. In this way, a calibrated formula is proposed to find appropriate values of this ratio&#xd;
and a suitable adjustment to Sanger &amp; Sayles’ solution is determined. Adjusting Sanger &amp; Sayles’ solution in this&#xd;
manner, a significantly higher and more consistent accuracy is achieved for different boundary and initial&#xd;
conditions. This accuracy improvement was checked for real conditions from an engineering project, which&#xd;
shows that the adjustment can be useful for thermal problems in engineering design of ground freezing.</dc:description>
<dc:date>2023-03-07T07:42:31Z</dc:date>
<dc:date>2023-03-07T07:42:31Z</dc:date>
<dc:date>2023-04</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>1365-1609</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/7498</dc:identifier>
<dc:identifier>10.1016/j.ijrmms.2022.105310</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>International Journal of Rock Mechanics and Mining Sciences. 2023, V. 164, 105310</dc:relation>
<dc:relation>https://doi.org/10.1016/j.ijrmms.2022.105310</dc:relation>
<dc:rights>Atribución 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
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