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Record W2928583887 · doi:10.11159/icgre19.148

The Consolidation Properties of Natural Fibre Clay Composite

2019· article· en· W2928583887 on OpenAlexvenueno aff
Muneerah Jeludin, Nurafiqah Suffri, S. H. Abdul Rahim

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2019
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
FundersUniversiti Teknologi Brunei
KeywordsConsolidation (business)Composite numberComposite materialMaterials scienceGeotechnical engineeringGeologyBusinessAccounting

Abstract

fetched live from OpenAlex

Settlement often occurs on weak soil due to its inability to support heavy loads which is not safe to the structures and the surroundings. In order to enhance the engineering properties of weak soil, a ground improvement technique called soil reinforcement was introduced. Soil reinforcement can be considered as economical because the reinforcement materials can be of natural fibres, hence eco-friendly. Fibres from coconut, rice husks and rhumbia are some of the natural fibres that can be found in abundance in Brunei Darussalam. In this paper, comparative study on the consolidation characteristics of soft soil reinforced with coconut husks or coir fibres at different inclusion of lengths and crushed forms were carried out on an intermediate plasticity clay obtained locally from the site of a RIPAS bridge at Sungai Kebun in Bandar Seri Begawan. The sample was first compacted to its maximum dry density in accordance to BS 1377: Part 4 to obtain its optimum moisture content for the samples preparation of consolidation tests series. The coir fibres used were in two different forms: (i) strands of 10, 20 and 30 mm length, and (ii) crushed form. The percentage inclusion of fibres was kept at an increment of 0.5% with a maximum of 2.0%. The consolidation behaviour of these reinforced samples were observed and compared with the unreinforced sample. The results indicated that different percentage inclusion of coir fibres affects the soils' consolidation behaviour in terms of the coefficient of consolidation, cv and coefficient of permeability, k. The fibres inclusion also affected the soil's compression index, Cc and coefficient of volume compressibility, mv. From the conducted experimental investigation, it can be concluded that the soil samples reinforced with 20 mm length of coir fibres give the most significant effect to the soil's consolidation behaviour when it was added at 1.0%.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.239
Threshold uncertainty score0.476

Codex and Gemma teacher scores by category

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)0.0000.000

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 head0.003
GPT teacher head0.158
Teacher spread0.155 · 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

Citations6
Published2019
Admission routes1
Has abstractyes

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