MétaCan
Menu
Back to cohort

Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes

2021· article· en· W3174542974 on OpenAlexaff
Pooya Dastpak, Reza Jamshidi Chenari, Brigid Cami, Sina Javankhoshdel

Bibliographic record

VenueInternational Journal of Geomechanics · 2021
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Analysis
Canadian institutionsGeomechanica (Canada)Rocscience (Canada)Royal Military College of Canada
Fundersnot available
KeywordsGeosyntheticsSlip (aerodynamics)Stochastic optimizationSlope stabilityStochastic modellingSlope stability analysisMathematicsStochastic processStability (learning theory)Geotechnical engineeringMathematical optimizationGeologyComputer scienceStatisticsEngineering

Abstract

fetched live from OpenAlex

The purpose of this study is to examine the behavior of simple soil slopes reinforced with geosynthetics using deterministic and stochastic as well as circular and noncircular limit equilibrium method (LEM) of slope stability analyses. Two particular types of stochastic analyses, namely single random variable analyses and spatial variability analyses based on the random limit equilibrium method (RLEM), are performed in order to render probability of failure (Pf). Bishop’s method is used as the circular LEM approach, and the GLE/Morgenstern-Price method together with a global metaheuristic optimization method (Cuckoo search) and a local optimization technique (surface altering optimization) are then used as the noncircular RLEM. Three different failure mechanisms (external, internal, and transitional) are defined in this study. The threshold values of the reinforcement length and tensile strength are presented for both the external and internal failure mechanisms. Contour plots are drawn with noncircular slip surface assumption for different deterministic FS values corresponding to the external, transitional, and internal failure mechanisms as introduced by previous researchers. This investigation evaluates, for the first time, the stochastic FS values for the geosynthetic-reinforced slopes with the noncircular slip surface assumption using LEM, with and without spatial variability. Finally, relevant stochastic design charts for a wide range of the deterministic (mean) FS and internal friction angles are presented for the external and internal failure mechanisms.

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 score0.823
Threshold uncertainty score0.474

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 head0.025
GPT teacher head0.257
Teacher spread0.232 · 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

Citations26
Published2021
Admission routes1
Has abstractyes

Explore more

Same venueInternational Journal of GeomechanicsSame topicGeotechnical Engineering and AnalysisFrench-language works237,207