{"id":"W4308650758","doi":"10.1139/cgj-2022-0104","title":"Discussion of “Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays”","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Geotechnical engineering; Damping ratio; Geology; Shear modulus; Shear (geology); Modulus; Shear strength (soil); Materials science; Composite material; Soil water; Soil science; Vibration; Petrology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006971034,0.000341544,0.0001953334,0.0007248741,0.0011801,0.0007802726,0.001124755,0.0009707665,0.002741415],"category_scores_gemma":[0.001556457,0.0001415715,0.0002882138,0.0003546571,0.002137918,0.0005626928,0.0005203669,0.0006336757,0.0001815628],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007421401,"about_ca_system_score_gemma":0.0005084848,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007817516,"about_ca_topic_score_gemma":0.00692887,"domain_scores_codex":[0.9998443,0.00002329575,0.000007317538,0.00003716457,0.00005857523,0.00002938749],"domain_scores_gemma":[0.9995988,0.0002330746,0.00004160538,0.00001841931,0.00006417835,0.00004388675],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001257524,0.0001857107,0.0401205,0.0005660215,0.00007803601,0.01250051,0.00634879,0.02439025,0.6450206,0.1892455,0.008780263,0.07150628],"study_design_scores_gemma":[0.0002725587,0.001314634,0.1579392,0.0001435636,0.0001705278,0.007907568,0.00935242,0.06465806,0.4579615,0.1277445,0.1721956,0.0003399558],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"commentary","genre_scores_codex":[0.8793904,0.001396952,0.04761419,0.01205222,0.0007898395,0.00008912756,0.0002240981,0.0002831477,0.05816006],"genre_scores_gemma":[0.989678,0.0001640007,0.002086407,0.0007796756,0.00008552011,0.00001157282,0.00003256026,0.00001605786,0.007146059],"genre_candidate":"commentary","genre_consensus":null,"teacher_disagreement_score":0.007817516,"threshold_uncertainty_score":0.015544,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009507877773510105,"score_gpt":0.1955755733653754,"score_spread":0.1860676955918653,"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."}}