Thermo-Hydro-Mechanical simulations of artificial ground freezing
Hundreds of thousands of people in Alaska, Canada, Russia, and Greenland live on permafrost, which covers nearly 24% of the northern hemisphere (National Snow and IceData Center, 2018). Living conditions can be challenged by the fragile nature of the frozen ground, especially if framed in the contex...
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ftntnutrondheimi:oai:ntnuopen.ntnu.no:11250/2507933 2023-05-15T15:19:26+02:00 Thermo-Hydro-Mechanical simulations of artificial ground freezing Cicchetti, Lorenzo Grimstad, Gustav Ingeman-Nielsen, Thomas Ghoreishian Amiri, Seyed Ali 2018 http://hdl.handle.net/11250/2507933 eng eng NTNU ntnudaim:20075 http://hdl.handle.net/11250/2507933 Arktisk klima og teknologi Master thesis 2018 ftntnutrondheimi 2019-09-17T06:54:04Z Hundreds of thousands of people in Alaska, Canada, Russia, and Greenland live on permafrost, which covers nearly 24% of the northern hemisphere (National Snow and IceData Center, 2018). Living conditions can be challenged by the fragile nature of the frozen ground, especially if framed in the context of global warming. Indeed, permafrost effects like frost heave and thaw settlement may heavily affect existing buildings and transportation infrastructures such as roads, railways, embankments, and runways. These being vital for isolated Arctic communities, should be preserved and maintained. Artificial Ground Freezing (AGF) can be employed to keep soil frozen and hence ensure structure stability by means of one-way heat pipe systems, also called thermosyphons. Such devices have been widely used in China where permafrost degradation of the Tibet plateau posed severe threats to the normal functioning of the Qinghai-Tibet railway (Mu et al., 2016b). Also, Greenlandic infrastructure system is facing the same problems. The airport and many buildings in the settlement of Kangerlussuaq are for example threatened by the shifting thermal regime of the underneath soil and are in need of maintenance. Artificial ground freezing is also used nowadays as a valuable and efficient construction method for underground engineering projects in densely urbanized areas, due to the enhanced soil strength and decreased permeability it provides. This technique allows forming earth support systems covering a variety of geotechnical problems such as structural underpinning for foundation improvement, tunnel constructions and temporary control of groundwater flow in construction processes. A good example is the construction of Naples underground in Italy, where artificial ground freezing has been successfully applied. Thus, it seems clear that the interest in frozen ground engineering, whether soil freezing is induced by natural conditions or by human activities, has rapidly developed over the last decades and it is expected to continue growing. To predict the coupled thermo-hydro-mechanical (THM) behavior of frozen soil and to provide a reliable design tool for geotechnical engineers, the development of a numerical modeling approach is necessary. To this purpose, Ghoreishian Amiri et al. (2016b) developed a new constitutive THM model able to capture different behaviors of frozen soil and predict mechanical response under different loading conditions and variations of temperature. This model will be used in this MSc thesis to replicate monitoring results of a large-scale artificial ground freezing project, that is the construction of platform tunnels in Naples Underground. This aims to further validate the robustness and the correct theoretical implementation of the model when applied to more advanced case studies. Master Thesis Arctic Arktis* Global warming Greenland greenlandic Kangerlussuaq permafrost Alaska NTNU Open Archive (Norwegian University of Science and Technology) Arctic Canada Greenland Kangerlussuaq ENVELOPE(-55.633,-55.633,72.633,72.633) |
institution |
Open Polar |
collection |
NTNU Open Archive (Norwegian University of Science and Technology) |
op_collection_id |
ftntnutrondheimi |
language |
English |
topic |
Arktisk klima og teknologi |
spellingShingle |
Arktisk klima og teknologi Cicchetti, Lorenzo Thermo-Hydro-Mechanical simulations of artificial ground freezing |
topic_facet |
Arktisk klima og teknologi |
description |
Hundreds of thousands of people in Alaska, Canada, Russia, and Greenland live on permafrost, which covers nearly 24% of the northern hemisphere (National Snow and IceData Center, 2018). Living conditions can be challenged by the fragile nature of the frozen ground, especially if framed in the context of global warming. Indeed, permafrost effects like frost heave and thaw settlement may heavily affect existing buildings and transportation infrastructures such as roads, railways, embankments, and runways. These being vital for isolated Arctic communities, should be preserved and maintained. Artificial Ground Freezing (AGF) can be employed to keep soil frozen and hence ensure structure stability by means of one-way heat pipe systems, also called thermosyphons. Such devices have been widely used in China where permafrost degradation of the Tibet plateau posed severe threats to the normal functioning of the Qinghai-Tibet railway (Mu et al., 2016b). Also, Greenlandic infrastructure system is facing the same problems. The airport and many buildings in the settlement of Kangerlussuaq are for example threatened by the shifting thermal regime of the underneath soil and are in need of maintenance. Artificial ground freezing is also used nowadays as a valuable and efficient construction method for underground engineering projects in densely urbanized areas, due to the enhanced soil strength and decreased permeability it provides. This technique allows forming earth support systems covering a variety of geotechnical problems such as structural underpinning for foundation improvement, tunnel constructions and temporary control of groundwater flow in construction processes. A good example is the construction of Naples underground in Italy, where artificial ground freezing has been successfully applied. Thus, it seems clear that the interest in frozen ground engineering, whether soil freezing is induced by natural conditions or by human activities, has rapidly developed over the last decades and it is expected to continue growing. To predict the coupled thermo-hydro-mechanical (THM) behavior of frozen soil and to provide a reliable design tool for geotechnical engineers, the development of a numerical modeling approach is necessary. To this purpose, Ghoreishian Amiri et al. (2016b) developed a new constitutive THM model able to capture different behaviors of frozen soil and predict mechanical response under different loading conditions and variations of temperature. This model will be used in this MSc thesis to replicate monitoring results of a large-scale artificial ground freezing project, that is the construction of platform tunnels in Naples Underground. This aims to further validate the robustness and the correct theoretical implementation of the model when applied to more advanced case studies. |
author2 |
Grimstad, Gustav Ingeman-Nielsen, Thomas Ghoreishian Amiri, Seyed Ali |
format |
Master Thesis |
author |
Cicchetti, Lorenzo |
author_facet |
Cicchetti, Lorenzo |
author_sort |
Cicchetti, Lorenzo |
title |
Thermo-Hydro-Mechanical simulations of artificial ground freezing |
title_short |
Thermo-Hydro-Mechanical simulations of artificial ground freezing |
title_full |
Thermo-Hydro-Mechanical simulations of artificial ground freezing |
title_fullStr |
Thermo-Hydro-Mechanical simulations of artificial ground freezing |
title_full_unstemmed |
Thermo-Hydro-Mechanical simulations of artificial ground freezing |
title_sort |
thermo-hydro-mechanical simulations of artificial ground freezing |
publisher |
NTNU |
publishDate |
2018 |
url |
http://hdl.handle.net/11250/2507933 |
long_lat |
ENVELOPE(-55.633,-55.633,72.633,72.633) |
geographic |
Arctic Canada Greenland Kangerlussuaq |
geographic_facet |
Arctic Canada Greenland Kangerlussuaq |
genre |
Arctic Arktis* Global warming Greenland greenlandic Kangerlussuaq permafrost Alaska |
genre_facet |
Arctic Arktis* Global warming Greenland greenlandic Kangerlussuaq permafrost Alaska |
op_relation |
ntnudaim:20075 http://hdl.handle.net/11250/2507933 |
_version_ |
1766349614404861952 |