{"id":"W4415288742","doi":"10.1139/cgj-2025-0453","title":"Effect of partial saturation on shear strength of a high-plasticity clay and soil–structure interface","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Australian Research Council","keywords":"Shearing (physics); Brittleness; Direct shear test; Degree of saturation; Saturation (graph theory); Expansive clay; Shear strength (soil); Shear (geology); Shear stress","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000179295,0.0002145679,0.0002295711,0.0002282876,0.0001712858,0.0002556096,0.0001316983,0.0001620641,0.00217606],"category_scores_gemma":[0.0006823828,0.0001804413,0.0001671967,0.0001583171,0.0004372217,0.0002497666,0.0004243002,0.0002541188,0.0001729641],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001540268,"about_ca_system_score_gemma":0.0001776933,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008024873,"about_ca_topic_score_gemma":0.001796626,"domain_scores_codex":[0.9998617,0.00001956821,0.00001124206,0.00001684029,0.00004982637,0.00004078077],"domain_scores_gemma":[0.999395,0.000227656,0.0001286201,0.00004432952,0.00007620155,0.0001280512],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004458573,0.00002777477,0.01016535,0.00006414389,0.00001813214,0.0002291972,0.0001248235,0.0009904038,0.9851241,0.00005023365,0.00001742966,0.002742633],"study_design_scores_gemma":[0.00001228775,0.001530726,0.1736497,0.00001627111,0.00003333617,0.0003667191,0.0004593619,0.003855259,0.8194129,0.0001010709,0.0005483277,0.00001399818],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995555,0.00004260334,0.0001109434,0.000003366743,7.997846e-7,0.000002068387,0.00001942717,0.000003694113,0.0002615941],"genre_scores_gemma":[0.9998043,0.00002240335,0.00004330169,0.000003491926,4.570705e-7,0.000001017243,0.0000149115,0.000001728269,0.000108417],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00217606,"threshold_uncertainty_score":0.007279575,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002544782777608271,"score_gpt":0.1933257771260202,"score_spread":0.1907809943484119,"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."}}