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Record W2769330316

Tunnel convergence in stress-fractured ground

2017· dissertation· en· W2769330316 on OpenAlexfundno aff
Marta Ríos

Bibliographic record

VenueLu Zone Ul (Laurentian University) · 2017
Typedissertation
Languageen
FieldEngineering
TopicGeotechnical Engineering and Analysis
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsConvergence (economics)Stress (linguistics)GeologyGeotechnical engineeringEconomicsPhilosophy
DOInot available

Abstract

fetched live from OpenAlex

When tunnelling at great depth in hard brittle rock or when mining-induced stresses cause stress-fracturing of brittle rock, the resulting rock fragments cannot fill the original space. As during a rock blast, geometric bulking occurs when brittle rock is fractured, and the volume occupied by fractured rock is much larger. Near underground excavation, this volume increase causes convergences including floor heave because the fractured rock can only move into the excavation. Unfortunately, analytical tools such as the convergence confinement method (CCM) or the ground reaction curve (GRC) do not account for this rock mass bulking action. Similarly, numerical continuum model, while accounting for material dilation, do not account for the unidirectional expansion (bulking) of the fractured rock. The purpose of this thesis is to combine semi-empirical relations of bulking, established based on field measurements and numerical discontinuum models, with the analytical GRC-method and with 2D numerical models (specifically Phase2TM) to provide a means for estimating the impact of bulking on tunnel convergence. The outcome of this thesis therefore is to provide a means of bulking enhance convergence prediction by analytical and numerical solutions. This is presented for circular tunnels, to facilitate use of analytical solutions, in different rock mass types (plastic and brittle) and for various stress states (stress ratio k = 1 and 0.5) as well as for mining conditions with associated stress changes. The examples presented in this thesis demonstrate that rock mass bulking in brittle rock often dominates tunnel convergence. It is also shown that bulking by extension failure primarily affects the shallow radial displacement profile (near the excavation wall) whereas shear-related bulking, if not suppressed by sufficient confinement, causes deeper-seated radial displacements.
\nThe practical implication of this work is that rock support experiences significantly more radial strain and deformation than predicted by conventional analytical and numerical solutions. These models therefore tend to underestimate the straining of installed rock support.

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)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.688
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

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

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 head0.006
GPT teacher head0.188
Teacher spread0.183 · 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 designSimulation or modeling
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

Citations0
Published2017
Admission routes1
Has abstractyes

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