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Record W1470122470 · doi:10.25916/sut.26284603

The stabilization of urban pavements founded on expansive clay subgrades in Victoria, Australia

2011· article· en· W1470122470 on OpenAlexaboutno aff
F F Sukkar

Bibliographic record

VenueSwinburne Research Bank (Swinburne University of Technology) · 2011
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and construction materials studies
Canadian institutionsnot available
Fundersnot available
KeywordsExpansive clayExpansiveGeotechnical engineeringGeologyForensic engineeringEngineeringMaterials scienceSoil science

Abstract

fetched live from OpenAlex

Expansive clays cover vast areas of the globe including the United States, Canada, South Africa, Middle East, Europe and Australia. Movements in expansive clays are the result of moisture change. The migration of moisture is affected mainly by the suction characteristics of the clay and by the neighbouring tree roots. The clay profile near the surface that is within the depth of seasonal movement experiences cycles of shrinkage and heave that causes pavements to crack and lose their shape Moisture control of expansive soil subgrades for Local Government pavements continues to cause problems that are responsible for maintenance and performance of these pavements. Pavement damage is featured through the presence of longitudinal cracks, loss of shape and rotation of the kerb and channel. The current stabilization techniques are not entirely suitable for either existing or new urban pavements founded on expansive soils. The presence of trees and underground services will always remain the biggest challenge to the practical and economical viability of any method. Therefore, there is a need to seek a new technique of creating a stable moisture regime beneath urban pavements. The use of conventional heating in a road construction process was investigated in the early 1900s. This treatment method was abandoned for many reasons, including the insufficient depth of heat penetration, economics and environmental concerns. The hypothesis of this research is that clay processing using microwave (M/W) heating may provide a solution to expansive subgrades of new and existing pavements due to a number of factors. These include: penetrating radiation, controllable electric field distribution, rapid heating, selective heating of materials through differential absorption, self-limiting reactions, and finally the potential for portability and remote processing. The M/W processing of expansive clays, which is non-intrusive nature, is a completely new approach that is examined by the author. It involves the use of microwaves to change the clay particles to produce a new microstructure that is not capable of rehydration. The research provides an evaluation of the conditions or parameters needed for a successful application of M/W processing. It also identifies its limitations and weaknesses, and finally provides a list of further research work required for a prototype insitu application. The M/W method is shown to be an attractive and favorable possibility for future large-scale insitu applications.

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 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 score0.262
Threshold uncertainty score0.610

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.001
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 head0.059
GPT teacher head0.265
Teacher spread0.206 · 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.

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
Published2011
Admission routes1
Has abstractyes

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