MétaCan
Menu
Back to cohort
Record W4412754855 · doi:10.11159/iccste25.159

Development of a Program for Calculating Soil Settlements Using Classical Geotechnical Methods: A Case Study in the City of Pucallpa

2025· article· en· W4412754855 on OpenAlexvenueno aff
Alfredo Chipana Taipe, Nicoll Estrella Palomino Orellana, Milagros del Pilar Soto Dueñas

Bibliographic record

VenueProceedings of the International Conference on Civil, Structural and Transportation Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and construction materials studies
Canadian institutionsnot available
Fundersnot available
KeywordsGeotechnical engineeringHuman settlementCivil engineeringGeotechnical investigationEngineeringGeologyComputer scienceWaste management

Abstract

fetched live from OpenAlex

The calculation of soil settlements is essential to guarantee the stability of structures in varied soils.Although classical geotechnical methods are used, such as elasticity theory and Terzaghi consolidation, the manual calculation of complex settlements can be laborious, making the use of specialized software necessary.In this context, Settle Classic was developed, an innovative program that allows settlement calculations without requiring commercial licenses and has a user-friendly interface that makes it easy to learn theoretical principles.The program was used in a case study in Pucallpa to obtain the total settlement experienced by the soil when a university infrastructure is built on it, for which the soil properties, foundation data and external load were entered, obtaining a total settlement of 6.018 cm, which indicates that this settlement exceeds the permitted limit for slabs established for this project (5.04 cm).Likewise, when validating the program with Settle 3D, a margin of error of 0.36% was shown for the settlement calculation of the case study, which validated the precision and reliability of the developed program.Additionally, the layer method was carried out in the developed program, dividing a stratum into several sub-strata, observing that the total settlement presents a slight variation as the number of sub-strata increases, which provides a value closer to the reality.On the other hand, the calculation of immediate settlement in granular soils was validated with a manual calculation using elasticity theory giving a percentage error of 0.37%.Therefore, the program developed Settle Classic is recommended for the calculation of immediate and consolidation settlements as it provides reliable results and is convenient for civil engineering students to verify their manual calculations.

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 score0.551
Threshold uncertainty score0.290

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 head0.043
GPT teacher head0.322
Teacher spread0.279 · 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
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the International Conference on Civil, Structural and Transportation EngineeringSame topicGeotechnical and construction materials studiesFrench-language works237,207