{"id":"W2806927251","doi":"10.1139/cgj-2017-0732","title":"Stiffness– and damping–strain curves of sensitive Champlain clays through experimental and analytical approaches","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Stiffness; Geotechnical engineering; Damping ratio; Shear (geology); Materials science; Hysteresis; Strain (injury); Geology; Composite material; Vibration; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003241892,0.0002122062,0.0003336675,0.0001414125,0.0001268954,0.0000422354,0.0001385405,0.0002430707,0.00002949225],"category_scores_gemma":[0.0001342963,0.0002083739,0.00006142531,0.0001882932,0.0003196132,0.000116491,0.00004373546,0.0006021205,0.000002641164],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001056335,"about_ca_system_score_gemma":0.00008142075,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004569984,"about_ca_topic_score_gemma":0.0002373657,"domain_scores_codex":[0.9987941,0.00003125391,0.000334626,0.000206735,0.0001782555,0.0004550354],"domain_scores_gemma":[0.9990581,0.0000644053,0.00003797395,0.0001754991,0.00005540503,0.0006086054],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004822215,0.0008267996,0.0002577953,0.004622738,0.00323927,0.003451914,0.01268224,0.1668259,0.1656192,0.2752962,0.03585652,0.3308391],"study_design_scores_gemma":[0.001005515,0.0004415315,0.003132303,0.0008901177,0.00009880182,0.002926513,0.0009726755,0.9747319,0.006269388,0.002191036,0.006419925,0.0009202569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8995763,0.006489716,0.08790392,0.002011505,0.0006027036,0.0004934122,0.0002091954,0.0004174309,0.002295835],"genre_scores_gemma":[0.9984916,0.00024242,0.0008925127,0.0001584596,0.0001624841,0.000003983636,0.000004838906,0.00003295681,0.00001078864],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.807906,"threshold_uncertainty_score":0.8497239,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02848472950508249,"score_gpt":0.2244720399598821,"score_spread":0.1959873104547996,"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."}}