MétaCan
Menu
Back to cohort
Record W2144270025 · doi:10.1139/cgj-2014-0417

Discussion of “Analysis of the internal stability of granular soils using different methods”

2015· article· en· W2144270025 on OpenAlexvenueno aff
Xiaodong Ni, Yuan Wang, Yousif A. H. Dallo

Bibliographic record

VenueCanadian Geotechnical Journal · 2015
Typearticle
Languageen
FieldEngineering
TopicDam Engineering and Safety
Canadian institutionsnot available
Fundersnot available
KeywordsGeotechnical engineeringSoil waterInternal erosionGeologyEnvironmental scienceSoil science

Abstract

fetched live from OpenAlex

Moraci et al (2014) presented a good paperwith interesting ideas on the assessment of internal stability against suffusion of soils. The discussers offer some simple notes related to the method proposed in the paper. There are many methods in the literature to assess internal stability, including (among others) Kenney and Lau (1985, 1986), Burenkova (1993),Wan and Fell (2008), andDallo et al. (2013). All of them contain some percentage of error in predicting the internal stability of soils. It is very interesting to note that the proposed butterfly-wings chart in the paper under discussion contains two zones where the soil is classified as definitely stable and unstable. To further validate this classification, we have analyzedmore data in the literature. In total 31 laboratory tests have been reanalyzed. These data were obtained from the tests of Wan and Fell (2004, 2008) (14 test samples); Skempton and Brogan (1994) (four test samples); Kenney and Lau (1985) (12 test samples); and Sadaghiani and Witt (2011) (one test sample). The grain-size distributions (GSD) are shown in Fig. D1a for internally stable soils and in Fig. D1b for internally unstable soils. These GSDs are reanalyzed according to the butterfly-wings method and the results are shown in Fig. D2. As can be seen, all of the internally stable soils are located in the internally unstable zone, except for soils “Ds” and “23” tested by Kenney and Lau (1985). Soil “Ds” is located in the uncertain zone A, while soil “23” is located on the borderline between the unstable zone and uncertain zone B. Our results in Fig. D2 clearly show that the butterfly-wings method tends to be conservative in evaluating internal stability of soils. In Fig. D2, the value of F represents the average value of F1 and F2, as suggested by the authors, where F1 is the finer percent corresponding to (H/F)min as computed from the Kenney and Lau (1985) method, and F2 is the finer percent corresponding to (D15 coarse/D85 fine)max as computed from the Kezdi (1969) and Sherard (1979) methods. The aim of the authors’ suggestion is to consider one value of F for the three different methods. This suggestion is valid as long as the difference between F1 and F2 is small. The 31 grading curves analyzed by the discussers show a considerable difference between the values of F1 and F2 as shown in Fig. D3. The discussers believe that this difference is the fundamental reason for the less successful application of the proposed butterfly-wings method to the soils we analyzed.

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)0.008
metaresearch head score (Gemma)0.014
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Commentary · Consensus signal: none
Teacher disagreement score0.008
Threshold uncertainty score0.044

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0080.014
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.002
Bibliometrics0.0040.004
Science and technology studies0.0010.002
Scholarly communication0.0020.002
Open science0.0020.001
Research integrity0.0020.002
Insufficient payload (model declined to judge)0.0030.001

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 head0.031
GPT teacher head0.269
Teacher spread0.238 · 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 designNot applicable
Domainnot available
GenreCommentary

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

Citations5
Published2015
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Geotechnical JournalSame topicDam Engineering and SafetyFrench-language works237,207