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Record W2897019116

Thermo-Hydro-Mechanical simulations of Artificial Ground Freezing

2018· article· en· W2897019116 on OpenAlexaboutno aff
Lorenzo Cicchetti

Bibliographic record

VenueDuo Research Archive (University of Oslo) · 2018
Typearticle
Languageen
FieldEarth and Planetary Sciences
TopicClimate change and permafrost
Canadian institutionsnot available
Fundersnot available
KeywordsGround freezingEnvironmental scienceMaterials scienceGeologyGeotechnical engineering
DOInot available

Abstract

fetched live from OpenAlex

Hundreds of thousands of people in Alaska, Canada, Russia, and Greenland live on permafrost,\nwhich covers nearly 24% of the northern hemisphere (National Snow and IceData Center, 2018).\nLiving 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,\nhas rapidly developed over the last decades and it is expected to continue growing.\nTo predict the coupled thermo-hydro-mechanical (THM) behavior of frozen soil and to provide\na reliable design tool for geotechnical engineers, the development of a numerical modeling\napproach is necessary. To this purpose, Ghoreishian Amiri et al. (2016b) developed a new\nconstitutive 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.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.001
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.570
Threshold uncertainty score0.988

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0130.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.098
GPT teacher head0.296
Teacher spread0.198 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

Study designObservational
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations3
Published2018
Admission routes1
Has abstractyes

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