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Record W4408306368 · doi:10.1016/j.istruc.2025.108547

Predicting shear strength of hollow pretensioned spun precast concrete pile using machine learning models

2025· article· en· W4408306368 on OpenAlexaff
Tanvir Hassan Tusher, Abdullah Al Moneim, Khondaker Sakil Ahmed, A. H. M. Muntasir Billah, Sujith Mangalathu

Bibliographic record

VenueStructures · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsUniversity of Calgary
FundersMasdar Institute of Science and Technology
KeywordsPrecast concretePileStructural engineeringShear (geology)Materials scienceShear strength (soil)Geotechnical engineeringEngineeringComposite materialGeology

Abstract

fetched live from OpenAlex

Pretensioned Spun Precast concrete (SPC) piles have become prevalent for deep foundation systems for their material quality, quick installation, and high uniformity along the length of the pile, which enhances both bearing capacity and overall structural performance. However, the reduced sectional area arising from the hollow core is a concern for SPC pile's overall shear capacity, particularly in the seismic zones . Conversely, concrete strength , high-strength strands and the application of prestressing improves the shear capacity of SPC piles. As a result, the involvement of more complex parameters makes the shear strength prediction complicated. This study explores the intricate domain of predictive modeling for the shear strength of SPC piles, employing twelve data-driven machine learning (ML) algorithms ranging from regression to boosting models. A comprehensive dataset consisting of 243 test results of SPC piles shear strength is meticulously assembled, structured, and employed to train and evaluate ML models. The input characteristics of the proposed ML models include the ratio of effective thickness to the outer diameter, the ratio of shear span to effective depth, the prestressing strand index, the non-prestressing strand index, the effective shear reinforcement index, the strength of the pile concrete, and the total effective axial stress . The SHapley Additive exPlanations (SHAP) analysis was conducted on the best-performing models to assess the influence of individual parameters on SPC piles shear strength and then compared to existing codes and provisions through sensitivity analysis. The outcome shows that XGB yielded the highest prediction accuracy and lowest variation, which outperformed the other mechanical models and code provisions. This study also demonstrates that the shear strength of SPC piles may be enhanced by raising the total effective axial stress, pile concrete strength, and the effective shear reinforcement index. In addition, a graphical user interface (GUI) has been established for the XGB model, which will aid practicing engineers and future studies in accurately forecasting the shear strength of SPC piles in construction 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 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)0.001
metaresearch head score (Gemma)0.002
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.012
Threshold uncertainty score0.024

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.000
Research integrity0.0010.001
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 head0.020
GPT teacher head0.238
Teacher spread0.218 · 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 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

Citations8
Published2025
Admission routes1
Has abstractyes

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