{"id":"W3107016531","doi":"10.1051/e3sconf/202019503023","title":"Failure mode transitions of unconfined granular media from dry to unsaturated to “quasi-fully” saturated states","year":2020,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Royal Military College of Canada","funders":"Engineer Research and Development Center","keywords":"Quartz; Materials science; Composite material; Fused quartz; Shear (geology); Shear strength (soil); Geotechnical engineering; Wetting; Geology; Soil water","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005871569,0.0002263479,0.0004719111,0.0001111633,0.00002022973,0.00002099987,0.000286605,0.0001523141,0.0001525282],"category_scores_gemma":[0.0001247597,0.000207681,0.00007972992,0.0005785814,0.00002723807,0.00005532023,0.00002058937,0.000224761,0.00002024213],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001093202,"about_ca_system_score_gemma":0.0001323095,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002656573,"about_ca_topic_score_gemma":0.0003702615,"domain_scores_codex":[0.9988737,0.00002553177,0.0004116039,0.0002149496,0.0002471817,0.0002271109],"domain_scores_gemma":[0.9992089,0.000118196,0.0000361592,0.00019712,0.0001668092,0.0002728028],"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":[0.00009532724,0.00005032886,0.00002930201,0.0001662828,0.0001660187,0.000009006927,0.004106685,0.6920149,0.2930855,0.004721336,0.00126924,0.004286076],"study_design_scores_gemma":[0.0006498655,0.0003752915,0.0006311451,0.000259811,0.00007933158,4.260552e-7,0.001145891,0.819016,0.169734,0.00116603,0.006432597,0.0005096192],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.916584,0.0001578404,0.07815514,0.002838054,0.0002877631,0.0002954649,0.0007373368,0.0005481459,0.0003962197],"genre_scores_gemma":[0.9968777,0.00003367798,0.002750535,0.00009470881,0.00004390112,0.0000146672,0.000155522,0.00002456474,0.000004714774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1270011,"threshold_uncertainty_score":0.8468986,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0112774105002921,"score_gpt":0.2005345496017026,"score_spread":0.1892571391014105,"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."}}