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Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant

2011· dissertation· en· W2758642579 on OpenAlexaboutno aff
Mehmet B. Cil

Bibliographic record

Venuenot available
Typedissertation
Languageen
FieldPhysics and Astronomy
TopicPlanetary Science and Exploration
Canadian institutionsnot available
Fundersnot available
KeywordsRegolithLunar soilAerospace engineeringDiscrete element methodGeotechnical engineeringGeologyEnvironmental scienceAstrobiologyEngineeringMineralogyPhysicsMechanics

Abstract

fetched live from OpenAlex

NASA plans to return back to the Moon for a long term presence and use of the Moon as a launch station for further space exploration to other planets. This scenario increases the importance of determining the geotechnical properties of the lunar surface. However, due to the limited availability of lunar regolith and its high scientific value, a simulant material which closely matches the composition and grain size distribution and other characteristics of the lunar regolith has become an indispensable need to benefit in hardware development as well as estimating lunar regolith properties. Therefore, JSC-1A lunar regolith simulant, which was produced by Orbitec Company under the guidance of NASA, was provided for researchers to investigate soil parameters. Previous studies about JSC-1A utilized from conventional laboratory experiments. This thesis aims to examine the behavior of JSC-1A and auxiliary Ottawa sand against cone penetration testing (CPT). CPT is a fast and reliable method to characterize soil properties. Experimental work is augmented with numerical simulation to take advantage of powerful capabilities of discrete element method (DEM). Experimental work is mainly composed of two sets of tests. Firstly, CPT is conducted on JSC-1A in the field using a CPT truck and soil classification and internal friction angle analyses were estimated based on the test results. However, the limited data and high boundary effects on the container made a strong case to provide reliable reference for DEM simulations. Therefore, miniature CPT experiments were conducted for JSC-1A and Ottawa sand with distinctive densities using two size cylindrical containers. Ottawa sand which is a uniform silica sand is also included in the analysis to obtain supplementary data. Finally, DEM in 3D was used to model the response of two soils to cone penetration. Microscale changes such as contact force, displacement, velocity and stress variation of individual soil particles were monitored throughout the simulation process. In conclusion, CPT results show that each soil exhibits a characteristic response to cone penetration under different conditions. Its response is affected by various parameters such as soil density, boundary conditions, homogeneity, grain size and shape. It was found that boundary condition influence the results significantly. DEM results have a good agreement with laboratory experiments except the fluctuations in simulation data. The penetration of the cone produces a considerable variation in velocity and displacement field. Contact forces and deformation pattern of the granular material are mainly governed by the relative position of particles

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)0.000
metaresearch head score (Gemma)0.000
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 score0.017
Threshold uncertainty score0.033

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.001
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0010.000
Open science0.0010.000
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0020.000

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 head0.024
GPT teacher head0.256
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 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

Citations3
Published2011
Admission routes1
Has abstractyes

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