{"id":"W4402651311","doi":"10.1051/e3sconf/202456921006","title":"Repeated load triaxial tests of WickGrid™ stabilized base materials","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba; University of Victoria","funders":"","keywords":"Base (topology); Geotechnical engineering; Geology; Materials science; Environmental science; Mathematics; Mathematical analysis","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":[0.0003238935,0.0001313355,0.0003101988,0.0000924081,0.00001009512,0.00002952776,0.0001233912,0.0001033446,0.0005855462],"category_scores_gemma":[0.000231553,0.000112875,0.00005858671,0.0002318485,0.00006299086,0.00006124016,0.00001730051,0.00008269553,0.000009798736],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002391411,"about_ca_system_score_gemma":0.000273246,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008236929,"about_ca_topic_score_gemma":0.00002612912,"domain_scores_codex":[0.9990359,0.00002838589,0.0004371138,0.0001454335,0.0002133098,0.0001398338],"domain_scores_gemma":[0.9994836,0.0001525247,0.00003353908,0.0001822515,0.0001043895,0.0000437396],"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":[0.00006116046,0.00005091164,0.0001685066,0.001518345,0.0001020559,0.000007402896,0.0002918064,0.04895454,0.9301015,0.01171968,0.0005971444,0.006426973],"study_design_scores_gemma":[0.001315371,0.0003473288,0.002920089,0.001084185,0.0001192411,0.000006542034,0.0001600821,0.1931256,0.7814942,0.00189139,0.01693897,0.0005970111],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9906045,0.0006993062,0.0008634691,0.00003951721,0.0007295915,0.0001528378,0.0000617676,0.0005459999,0.006303056],"genre_scores_gemma":[0.9995758,0.0001266793,0.0001364343,0.000001217748,0.00004712594,0.00001248432,0.00001716401,0.00001755009,0.00006552385],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1486073,"threshold_uncertainty_score":0.641132,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01546544969407337,"score_gpt":0.2316532208637279,"score_spread":0.2161877711696545,"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."}}