{"id":"W2781534692","doi":"10.1520/gtj20170030","title":"Constant Rate of Strain Consolidation Testing of Saturated Cohesive Soils Without Back Pressure Saturation","year":2018,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Saturation (graph theory); Degree of saturation; Soil water; Materials science; Geology; Pore water pressure; Soil science; Mathematics","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":[0.0005313298,0.0003330161,0.000215554,0.0005220454,0.0002100993,0.0002165992,0.0003453019,0.0002245579,0.001929028],"category_scores_gemma":[0.001090901,0.0002132307,0.0001695218,0.0004673846,0.0005569214,0.0003760883,0.0003055726,0.0002126382,0.0002888776],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001932935,"about_ca_system_score_gemma":0.0003567464,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002301861,"about_ca_topic_score_gemma":0.007264617,"domain_scores_codex":[0.9995314,0.00006143409,0.00005203889,0.00004789148,0.0002471147,0.00006009259],"domain_scores_gemma":[0.9988621,0.0002212161,0.0001917532,0.0001269203,0.0004813452,0.0001167468],"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":[0.0001680699,0.00005712664,0.005433887,0.00004175204,0.000006858456,0.0001136876,0.0001594518,0.0006665485,0.9893605,0.00005945683,0.0000259937,0.00390677],"study_design_scores_gemma":[0.00001536358,0.001298978,0.03530777,0.00001160629,0.0000162048,0.0001651619,0.0002350251,0.003103256,0.959317,0.00003751053,0.0004792103,0.00001301816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996872,0.00005462714,0.002448479,0.000005371735,0.000004816593,0.00002276436,0.000064705,0.00003765527,0.0004896559],"genre_scores_gemma":[0.9974537,0.00004802449,0.001743029,0.00000804194,0.00000184686,0.00001713817,0.0001140246,0.00001269031,0.0006014663],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002301861,"threshold_uncertainty_score":0.006453216,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02369356686035609,"score_gpt":0.24110419374688,"score_spread":0.2174106268865239,"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."}}