{"id":"W7047068237","doi":"","title":"Evaluation of earth pressure and performance of shoring systems for Québec sensitive clay: experimental and numerical study","year":2021,"lang":"en","type":"other","venue":"Espace École de technologie supérieure (École de technologie supérieure)","topic":"Magnetic confinement fusion research","field":"Physics and Astronomy","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Trench; Lateral earth pressure; Shoring; Excavation; Pore water pressure; Parametric statistics; Flexibility (engineering); Hazardous waste; Excavator; Earth (classical element)","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0003182428,0.0003710632,0.0003155097,0.0005249245,0.0006588133,0.0004505307,0.0009112196,0.0007010434,0.001935431],"category_scores_gemma":[0.0005971011,0.0001938958,0.000327003,0.000435916,0.0007435587,0.0002942171,0.0003459499,0.0004022167,0.0001729897],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001962613,"about_ca_system_score_gemma":0.0008445019,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2949698,"about_ca_topic_score_gemma":0.4042023,"domain_scores_codex":[0.9997869,0.0000129302,0.000009209654,0.00003511074,0.00008194795,0.00007390352],"domain_scores_gemma":[0.9994642,0.0001827258,0.00006821052,0.00005127538,0.0001756302,0.00005806972],"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":[0.001168625,0.001512633,0.06895387,0.0004378779,0.00007005846,0.001523657,0.0006449556,0.6705043,0.2204392,0.0009155908,0.001532858,0.03229638],"study_design_scores_gemma":[0.00008836079,0.00151726,0.1026165,0.00001896345,0.00004490702,0.00009355215,0.0008227766,0.8525775,0.04112704,0.00007208249,0.0009646633,0.0000564992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985072,0.00001640067,0.0003379339,0.00001184867,0.000002331411,0.00001681645,0.0001281639,0.00002457081,0.0009545815],"genre_scores_gemma":[0.9990195,0.00001778154,0.000370495,0.000002461329,5.080093e-7,0.00000830583,0.00008670083,0.000001928246,0.0004923363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7050302,"threshold_uncertainty_score":0.5865058,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02313192619436136,"score_gpt":0.3001974633959356,"score_spread":0.2770655372015742,"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."}}