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4,299,418 works, Canadian by any of four routes.

Every filter state is a URL; the URL is the query; the query is citable via /q/⟨hash⟩. The page, the API and the export parse the same parameters.

The current cohort, streamed from the database: every work column, the machine labels, the provisional scores, and the per-row validation status. Exports are capped at 100,000 rows. Mints a permanent /q/ link for this exact query. The same filters always produce the same link, whoever asks.

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Geotechnical Engineering and Soil Mechanics
Retraction
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Direct Codex and Gemma labels are unvalidated and sparse. Distilled predictions cover the full frame and are also unvalidated. Choose the evidence source explicitly; absence of a direct label is never a negative label.

affaffiliation
fundfunder
venuejournal
aboutaboutness

The four routes compose: require the funder route and exclude affiliation to get the funder-only stratum no affiliation-based frame ever sees.

1,522 results · 1 filter active ·
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20002025
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Machine labels · sparse coverage
Evidence
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An unlabeled work is unknown, not a negative. Label coverage is reported on every query.
1,522 works in the cohort · of 4,299,418page 1 of 31

Labels cover 1 of 1,522 works in this cohort. The rest are unlabeled, which is not a negative label: the label table is sparse today and grows as labeling rounds land.

Distilled predictions cover 1,522 of 1,522 works in this cohort. Predictions are machine_predicted_unvalidated teacher distillation outputs. Candidate is the union; consensus is the intersection.

aboutno affunlabeled
Shear Strength and Stiffness of Silty Sand
Rodrigo Salgado, Paola Bandini, Ahmed M. Karim
2000· article· en· Journal of Geotechnical and Geoenvironmental Engineering· Engineering
distilled prediction:candidate · noneconsensus · none
557
citations
venueno affunlabeled
An anisotropic elastoplastic model for soft clays
Simon J. Wheeler, A. Näätänen, Minna Karstunen, M. Lojander
2003· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
455
citations
venueno affunlabeled
A structured Cam Clay model
M D Liu, John Carter
2002· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
351
citations
aboutno affunlabeled
Undrained monotonic response of clean and silty sands
Tejas G. Murthy, Dimitrios Loukidis, J. Antônio H. Carraro, Mônica Prezzi, Rodrigo Salgado
2007· article· en· Géotechnique· Engineering
distilled prediction:candidate · noneconsensus · none
309
citations
venueno affunlabeled
Compression of granular materials
G. Mesri, Barames Vardhanabhuti
2009· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
238
citations
venueno affunlabeled
Drag anchor flukesoil interaction in clays
Michael P. O’Neill, M. F. Bransby, Mark Randolph
2003· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
188
citations
affno abstractunlabeled
Particle breakage and the critical state of sand
Mason Ghafghazi, Dawn Shuttle, Jason T. DeJong
2014· article· en· SOILS AND FOUNDATIONS· Engineering
distilled prediction:candidate · noneconsensus · none
172
citations
venueno affunlabeled
Assessment of engineering properties of Bangkok clay
Suksun Horpibulsuk, Satoru Shibuya, Kittitep Fuenkajorn, Wanchai Katkan
2007· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
171
citations
aboutno affunlabeled
Quantifying Morphology of Sands Using 3D Imaging
Khalid A. Alshibli, Andrew M. Druckrey, Riyadh I. Al‐Raoush, Taylor M. Weiskittel, Nickolay V. Lavrik
2014· article· en· Journal of Materials in Civil Engineering· Engineering
distilled prediction:candidate · noneconsensus · none
155
citations
affunlabeled
Critical state friction angle of sands
Abouzar Sadrekarimi, Scott M. Olson
2011· article· en· Géotechnique· Engineering
distilled prediction:candidate · noneconsensus · none
147
citations

How this was built: Screen · Findings · About