{"id":"W4405380852","doi":"10.4028/p-s87nhd","title":"Influence of Temperature on Strength and Elastic Stiffness Behaviours of Ottawa Sand under Triaxial Compression Test","year":2024,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shearing (physics); Materials science; Stiffness; Geotechnical engineering; Triaxial shear test; Elastic modulus; Composite material; Direct shear test; Shear modulus; Drop (telecommunication); Shear (geology); Geology; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001599223,0.0002520499,0.0004037961,0.0001807433,0.00001606677,0.00004713569,0.0001278398,0.0002020477,0.00001480639],"category_scores_gemma":[0.0001386558,0.0002282965,0.00004117196,0.0001855955,0.00002325558,0.00008128832,0.00003524233,0.0002029684,0.00000256832],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002724656,"about_ca_system_score_gemma":0.0000131848,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001297211,"about_ca_topic_score_gemma":3.608932e-7,"domain_scores_codex":[0.9989707,0.00001138222,0.0004177522,0.000195756,0.0001851274,0.000219258],"domain_scores_gemma":[0.9993788,0.0002626741,0.00002979974,0.0002143646,0.00003242209,0.00008191727],"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":[0.000004608305,0.00001482601,0.000001719791,0.000543812,0.00001712819,0.000003728293,0.00002862237,0.488378,0.5097944,0.001086127,0.00002253177,0.0001044531],"study_design_scores_gemma":[0.0005018518,0.0001682043,0.01007928,0.002271332,0.00007813943,0.00001657274,0.000008820544,0.06723977,0.9190358,0.00006901196,0.0001269348,0.0004043131],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976097,0.0003917231,0.0004842602,0.000009693025,0.0007028582,0.000135362,0.0001866748,0.0004622083,0.00001749354],"genre_scores_gemma":[0.9995539,0.00006112735,0.0002023919,0.000001977691,0.00007407961,0.00001433167,0.00001712194,0.00006382457,0.00001120751],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4211383,"threshold_uncertainty_score":0.9309663,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005291142946197328,"score_gpt":0.2021074156408439,"score_spread":0.1968162726946465,"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."}}