{"id":"W4402738361","doi":"10.1139/cgj-2023-0618","title":"Effect of plastic fine particles on shear strength at the critical state of sand–clay mixture","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Key Research and Development Program of China; Natural Science Foundation of Guangdong Province; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Shear strength (soil); Shear (geology); Geology; Clay minerals; Critical state soil mechanics; Materials science; Composite material; Soil water; Mineralogy; Engineering; Constitutive equation; Structural engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005591221,0.0002214255,0.0003379167,0.0001801543,0.00008215936,0.00004533431,0.0002944953,0.000170517,0.0003028324],"category_scores_gemma":[0.0008310436,0.0001424073,0.000255953,0.0003657003,0.0001482092,0.00005871128,0.00004230161,0.001076216,0.00004568036],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001723207,"about_ca_system_score_gemma":0.00008074062,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001832988,"about_ca_topic_score_gemma":0.0001987721,"domain_scores_codex":[0.9984484,0.00006345326,0.0004722835,0.0001715814,0.0003078371,0.0005365004],"domain_scores_gemma":[0.9975276,0.001586054,0.00002325649,0.000251629,0.00004104197,0.0005704283],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005722172,0.00001809218,0.000006117381,0.0004338018,0.0001198077,0.0002235236,0.0000263807,0.8808283,0.02226429,0.0005829101,0.004941412,0.09049817],"study_design_scores_gemma":[0.000862142,0.002729976,0.0003458625,0.001966899,0.0003220112,0.0005729458,0.000006224422,0.6912787,0.2533626,0.003170022,0.04461099,0.0007716097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8983619,0.01053807,0.07919563,0.005765025,0.00326269,0.0007043008,0.0005863604,0.000761313,0.0008246882],"genre_scores_gemma":[0.999629,0.00006911877,0.00006537644,0.00003443528,0.0001206411,0.000008294289,0.000002783755,0.00003813958,0.00003224662],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2310983,"threshold_uncertainty_score":0.5807201,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004200660612598845,"score_gpt":0.2041956668404314,"score_spread":0.1999950062278326,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}