Development of a new temperature-controlled oedometer

A new temperature-controlled oedometer has been designed at Imperial College London and commissioned to investigate the thermo-hydro-mechanical behaviour of soils. Under oedometric conditions, temperature can be varied between 5°C and 70°C, by submerging the specimen in a temperature-controlled wate...

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Main Authors: Kirkham Andrew, Tsiampousi Aikaterini, Potts David
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/65/e3sconf_icegt2020_04015.pdf
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spelling doaj-c345e81bad9144f39da3581d9ed99ffd2021-04-02T19:03:11ZengEDP SciencesE3S Web of Conferences2267-12422020-01-012050401510.1051/e3sconf/202020504015e3sconf_icegt2020_04015Development of a new temperature-controlled oedometerKirkham Andrew0Tsiampousi Aikaterini1Potts David2Department of Civil and Environmental Engineering, Imperial College LondonDepartment of Civil and Environmental Engineering, Imperial College LondonDepartment of Civil and Environmental Engineering, Imperial College LondonA new temperature-controlled oedometer has been designed at Imperial College London and commissioned to investigate the thermo-hydro-mechanical behaviour of soils. Under oedometric conditions, temperature can be varied between 5°C and 70°C, by submerging the specimen in a temperature-controlled water bath. This temperature range is appropriate for the proposed applications of the research: design of ground-source heating/cooling systems, and design of geological disposal facilities for nuclear waste. In this paper, an overview of the new equipment is given: its design, development, and calibration. First, the literature on temperature-controlled oedometer schemes is reviewed. A description of the equipment follows, with further details on the innovations and limitations of this design. As the equipment has been modified and improved over the course of the research, so too has the calibration procedure. These developments are discussed, again with the focus on innovations and limitations. Finally, a test programme and preliminary results are presented, for saturated KSS, an artificial mixture of kaolin clay, silt, and sand. These include isobaric (constant-pressure) heating tests, for a variety of loading histories. Over-consolidation ratio is found to affect the thermally-induced volume change.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/65/e3sconf_icegt2020_04015.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Kirkham Andrew
Tsiampousi Aikaterini
Potts David
spellingShingle Kirkham Andrew
Tsiampousi Aikaterini
Potts David
Development of a new temperature-controlled oedometer
E3S Web of Conferences
author_facet Kirkham Andrew
Tsiampousi Aikaterini
Potts David
author_sort Kirkham Andrew
title Development of a new temperature-controlled oedometer
title_short Development of a new temperature-controlled oedometer
title_full Development of a new temperature-controlled oedometer
title_fullStr Development of a new temperature-controlled oedometer
title_full_unstemmed Development of a new temperature-controlled oedometer
title_sort development of a new temperature-controlled oedometer
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2020-01-01
description A new temperature-controlled oedometer has been designed at Imperial College London and commissioned to investigate the thermo-hydro-mechanical behaviour of soils. Under oedometric conditions, temperature can be varied between 5°C and 70°C, by submerging the specimen in a temperature-controlled water bath. This temperature range is appropriate for the proposed applications of the research: design of ground-source heating/cooling systems, and design of geological disposal facilities for nuclear waste. In this paper, an overview of the new equipment is given: its design, development, and calibration. First, the literature on temperature-controlled oedometer schemes is reviewed. A description of the equipment follows, with further details on the innovations and limitations of this design. As the equipment has been modified and improved over the course of the research, so too has the calibration procedure. These developments are discussed, again with the focus on innovations and limitations. Finally, a test programme and preliminary results are presented, for saturated KSS, an artificial mixture of kaolin clay, silt, and sand. These include isobaric (constant-pressure) heating tests, for a variety of loading histories. Over-consolidation ratio is found to affect the thermally-induced volume change.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/65/e3sconf_icegt2020_04015.pdf
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