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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 2 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.

venueno affunlabeled
Stressdilatancy in very loose sand
K. Been, M. G. Jefferies
2004· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
136
citations
aboutno affunlabeled
Estimating the Shear Modulus of Gravelly Soils
Bobby O. Hardin, Michael E. Kalinski
2005· article· en· Journal of Geotechnical and Geoenvironmental Engineering· Engineering
distilled prediction:candidate · noneconsensus · none
119
citations
venueno affunlabeled
The shaft capacity of pipe piles in sand
Kenneth Gavin, Barry Lehane
2003· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
114
citations
fundvenueno affunlabeled
Cyclic shear response of fine-grained mine tailings
Dharma Wijewickreme, Maria V. Sanín, Graham R. Greenaway
2005· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
113
citations
affno abstractunlabeled
Propagation of seismic waves through liquefied soils
Mahdi Taiebat, Boris Jeremić, Yannis F. Dafalias, Amir M. Kaynia, Zhao Cheng
2009· article· en· Soil Dynamics and Earthquake Engineering· Engineering
distilled prediction:candidate · noneconsensus · none
113
citations
venueno affunlabeled
Vibratory compaction of coarse-grained soils
K. Rainer Massarsch, Bengt H. Fellenius
2002· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
106
citations
affunlabeled
Probabilistic Analysis of Coupled Soil Consolidation
Jinsong Huang, D. V. Griffiths, Gordon A. Fenton
2009· article· en· Journal of Geotechnical and Geoenvironmental Engineering· Engineering
distilled prediction:candidate · noneconsensus · none
106
citations
venueno affunlabeled
Liquefaction potential of silts from CPTu
Dawn Shuttle, John Cunning
2007· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
105
citations
venueno affunlabeled
Characterization of Singapore, Bangkok, and Ariake clays
Hiroyuki Tanaka, Jacques Locat, Satoru Shibuya, Tan Thiam Soon, Dinesh R. Shiwakoti
2001· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
104
citations
venueno affunlabeled
Steady-state lines of sand–silt mixtures
Songtang Yang, Rolf Sandven, L. Grande
2006· article· en· Canadian Geotechnical Journal· Engineering
distilled prediction:candidate · noneconsensus · none
97
citations

How this was built: Screen · Findings · About