Soil suction and temperature measurements in a heavy haul railway formation

dc.contributor.authorVandoorne, Rick
dc.contributor.authorGrabe, Petrus Johannes
dc.contributor.authorHeymann, Gerhard
dc.contributor.emailu11050692@tuks.co.zaen_US
dc.date.accessioned2022-09-06T08:17:42Z
dc.date.issued2021-11
dc.description.abstractTransportation foundations around the world exist predominantly in an unsaturated state. Support for the adoption of unsaturated soil mechanics in routine geotechnical engineering is ever-increasing. However, the measurement and characterization of soil suction is a potentially significant barrier thereto. To this end, the efficacy of various measurement techniques was investigated, with the aim to characterize the temporal variation in soil suction and temperature within the formation layers of a heavy haul railway formation. Tensiometers, fixed-matrix soil-water matric potential sensors and capacitance-type volumetric water content sensors were installed within the formation layers of a railway track and monitored for a period of 18 months. The average suction measured over the observational period was 25.6, 12.7, 3.5 and 4.2 kPa for the special subballast, subballast and two subgrade layers respectively. Suctions reached a minimum of 0 kPa at the end of the rainfall season across all layers and reached a maximum, ranging between 10 and 60 kPa across all layers at the end of the dry season. Soil temperatures for the observational period varied between 10 and 22 °C and displayed seasonality in-phase with the monitored air temperatures. The special subballast layer (uppermost layer) showed the greatest variation in both suction and temperature and is the layer which experienced the greatest stress changes as a result of seasonal variations in rainfall and air temperature.en_US
dc.description.departmentCivil Engineeringen_US
dc.description.embargo2023-11-01
dc.description.librarianhj2022en_US
dc.description.sponsorshipTransnet Freight Rail towards the Chair in Railway Engineering.en_US
dc.description.urihttps://www.elsevier.com/locate/trgeoen_US
dc.identifier.citationVandoorne, R., Gräbe, P.J. & Heymann, G. 2021, 'Soil suction and temperature measurements in a heavy haul railway formation', Transportation Geotechnics, vol. 31, art. 100675, pp. 1-16, doi : 10.1016/j.trgeo.2021.100675.en_US
dc.identifier.issn2214-3912 (online)
dc.identifier.other10.1016/j.trgeo.2021.100675
dc.identifier.urihttps://repository.up.ac.za/handle/2263/87084
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 Elsevier Ltd. All rights reserved. Notice : this is the author’s version of a work that was accepted for publication in Transportation Geotechnics. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. A definitive version was subsequently published in Transportation Geotechnics, vol. 31, art. 100675, pp. 1-16, 2021, doi : 10.1016/j.trgeo.2021.100675.en_US
dc.subjectRailway formationen_US
dc.subjectSoil suctionen_US
dc.subjectSoil temperatureen_US
dc.subjectIn-situ measurementen_US
dc.subjectField measurementen_US
dc.subjectWeatheren_US
dc.titleSoil suction and temperature measurements in a heavy haul railway formationen_US
dc.typePostprint Articleen_US

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