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Record W2929508922 · doi:10.11159/icsect19.152

Guideline for Backfill Material Improvement for Water Supply Pipeline Construction on Bangkok Clay, Thailand

2019· article· en· W2929508922 on OpenAlexvenueno aff
Sideth Prum, Nalinee Jumnongpol, Chutima Eamchotchawalit, Pisit Kantiwattanakul, Vannee Sooksatra, Thanatip Thanatip Jarearnsiri, Somsak Passananon

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2019
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
FundersThailand Institute of Scientific and Technological Research
KeywordsGuidelinePipeline (software)Civil engineeringConstruction engineeringGeologyWater resource managementEnvironmental scienceEngineeringMechanical engineeringPolitical science

Abstract

fetched live from OpenAlex

Bangkok clay is a well-known soft clay among engineers around the world who work with soil-related fields. Many government institutions have to deal with many pipeline construction problems and open-cut trench technique due to many of its responsible regions containing Bangkok soft clay. The aim of this paper is to review the soil improvement techniques used in the construction of water supply pipelines and open-cut trench technique for solving pipeline construction & maintenance problems in responsible areas. Based on the related data, pipeline construction standards, backfill materials and zoning of construction, techniques have to be considered for improvement, and the effect of Bangkok clays must be considered in proposing suitable soil improvement techniques. In order to solve the problem, factors such as the ability for working on site with simplified components and techniques, efficient quality control, local and low cost material must be considered for the application of soil improvement. Due to the fact that the technique must be applicable to solve the problems, three soil improvement techniques were presented including: 1) Liquefied Stabilized Soil (LSS) technique 2) Controlled Low Strength Material (CLSM) technique and 3) Soil improvement with liquefied rubber technique. These techniques are appropriate for various conditions of the regions such as area constraint, constructions time, and material availability. Several materials can be applied for the two prominent techniques (LSS and CLSM). Those materials are excavated soil, reused or by-product materials, etc. On the other hand, using liquefied rubber for soil improvement requires short duration for hardening and construction. The essential composition of "Liquefied Rubber" is a natural product, which can be found locally. These are the dominant factors of this technique. Hence, the natural rubber value is added to rubber products industry in South East Asia region. This technique enhances the sustainable development of a Green Material in the future.

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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.020
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
Bibliometrics0.0000.000
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 head0.176
Teacher spread0.172 · 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 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

Citations3
Published2019
Admission routes1
Has abstractyes

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