MétaCan
Menu
Back to cohort
Record W4405360559 · doi:10.1115/ipc2024-133992

Soil Springs for Sloped Ground Movement in Saturated Soil

2024· article· en· W4405360559 on OpenAlexaff
Geoff Eichhorn, Stuart K. Haigh, Alex Baumgard

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and Geomechanical Engineering
Canadian institutionsBGC Engineering (Canada)Queen's University
Fundersnot available
KeywordsGeologyMovement (music)Geotechnical engineeringSoil scienceEnvironmental science

Abstract

fetched live from OpenAlex

Abstract Pipelines buried in sloping ground have not previously incorporated adequately defined soil-springs to represent the reality of forces applied on sloping ground. The soil-spring representation, with its three mutually orthogonal spring pairs, has been developed and defined first by ASCE (1984), and subsequently built on by others. These guidelines were based on physical modelling experiments conducted in the 1970’s and 80’s, and were composed of straight sections of rigid pipe. Those experiments saw the pipe translated relative to the soil in single directions under monotonic movement. The soils studied were largely laboratory (clean sand) and manufactured clays. These experiments define the soil springs for horizontal ground only, and do not necessarily represent the interaction occurring on sloping ground. Physical modelling in a geotechnical centrifuge has been undertaken to study the direct soil-pipe interaction in landslides. Centrifuge modelling recreates scale models in an accelerated gravity field such that the forces, stresses, and physical dimensions are multiplied representing the full-scale equivalent environment. A model pipe representing an NPS 18, ∼X52 line pipe has been designed to allow axial and bending response equivalent to the real-world pipe. Landslides were initiated by elevated pore water pressure, representing above mean seasonal rainfall in upland areas. Pipe strain was monitored using fiber optics and subsurface imaging was used to capture the strain demand (soil displacement) provided by the landslide. Pipe strain was decomposed into bending moment, as well as axial and orthogonal structural forces representing the soil loading on the pipe. Results of the pipe-soil experiments give new insight into the strain transfer between the sloping ground and the pipe. Results show that the peak bending moments shift downslope as the landslide movement progresses. A comparison of American Petroleum Institute (API), DNV, and other industry guidance for springs is made to the pipe-slide interaction results from the physical experiments.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.836
Threshold uncertainty score0.515

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 head0.008
GPT teacher head0.199
Teacher spread0.191 · 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 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

Citations0
Published2024
Admission routes1
Has abstractyes

Explore more

Same topicGeotechnical and Geomechanical EngineeringFrench-language works237,207