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Record W7015451044

Stabilizing soft clay soil using nano-modified cementitious binders, basalt fiber pellets, and a novel geosynthetic composite

2023· dissertation· en· W7015451044 on OpenAlexaboutno aff

Bibliographic record

VenueMspace (University of Manitoba) · 2023
Typedissertation
Languageen
FieldEngineering
TopicConcrete and Cement Materials Research
Canadian institutionsnot available
Fundersnot available
KeywordsDurabilityBasalt fiberComposite numberFiberWater contentLimeCementitiousCompressive strengthStiffness
DOInot available

Abstract

fetched live from OpenAlex

Constructing on soft clay entails engineering challenges, such as significant volumetric changes and/or differential settlements. Hence, a prompt solution, like chemical stabilization which effectively imparts additional strength and durability, is needed for this problematic soil. While lime is the commonly preferred choice, it is prohibited in many regions, including Manitoba, Canada, due to environmental concerns about groundwater quality and vegetation. Hence, it is imperative to find innovative alternatives. The first part of this thesis investigated the effects of nano-modified cementitious additives, comprising cement, slag, and nano-silica, on the properties of soft clay at optimum moisture content under reference (22±2°C) and cold (+5°C) temperatures representing different periods of the construction season. The second part investigated using higher binders’ proportions with a wide range of water contents simulating wet conditions in the field. Subsequently, promising stabilizing binders were reinforced with a novel type of fiber (basalt fiber pellets) to achieve a balanced mechanical and durability behavior at a lower binder content. The mechanical properties (e.g., California Bearing Ratio, compressive strength, unconsolidated-undrained triaxial behavior) and the durability performance (freezing-thawing resistance) of treated soft clay were assessed along with microstructural analyses. In the last part of the thesis, a new geosynthetic composite containing a reinforcement layer (geogrid) to provide stiffness and volumetric control, and a filtration layer (geotextile), has been investigated by conducting large-scale pullout and direct shear tests. Furthermore, a numerical study using SIGMA/W (GeoStudio software) was carried out to predict the behavior of the new composite in a full-scale pavement application. The synoptic results of this thesis showed that stabilizing the soft clay using nano-modified ternary binders presents a viable option for field applications with the possibility of extending the construction season in cold regions during fall and spring periods due to the synergistic effects of combining variable reactivities and multiscale materials. Additionally, incorporating the basalt pellets provided further skeletal rigidity and reduced the required binders’ content. Lastly, the proposed novel geocomposite granted significant interaction improvements (adhesion and internal friction angle) and enhanced the long-term behavior by providing a higher Traffic Benefit Ratio under cyclic loading.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.001
Threshold uncertainty score0.002

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.026
GPT teacher head0.223
Teacher spread0.197 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
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
Published2023
Admission routes1
Has abstractyes

Explore more

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