{"id":"W1967898755","doi":"10.1139/t06-057","title":"Stress–strain behaviour of weathered weak rock in middle-sized triaxial tests","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hohai University","keywords":"Overburden pressure; Geotechnical engineering; Triaxial shear test; Saturation (graph theory); Geology; Deformation (meteorology); Stress (linguistics); Materials science; Composite material; Shear (geology)","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"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":[0.0004503296,0.000502268,0.000348169,0.00062256,0.0003266332,0.0002414774,0.0004379339,0.0003623214,0.001942445],"category_scores_gemma":[0.0007589473,0.0003067676,0.0002330321,0.0008606682,0.0005134744,0.0003612922,0.0003933998,0.0005174779,0.0002568984],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002232228,"about_ca_system_score_gemma":0.0001771649,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001456487,"about_ca_topic_score_gemma":0.003460433,"domain_scores_codex":[0.9993483,0.00004511844,0.0000691959,0.000106883,0.0003502308,0.00008022731],"domain_scores_gemma":[0.9989609,0.0001752579,0.0002371987,0.0001336372,0.0003478422,0.0001451291],"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":[0.0001450076,0.00002899659,0.002924238,0.0000357711,0.00000874536,0.000118852,0.0001693224,0.0003379495,0.9934666,0.00003547892,0.00002783322,0.002701359],"study_design_scores_gemma":[0.00001432053,0.001123301,0.09644106,0.00001112051,0.00002552409,0.0003755061,0.0003309019,0.005061639,0.8956131,0.00005153825,0.0009244941,0.00002755257],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953963,0.0001644527,0.003619877,0.00001617128,0.00001121789,0.00001705467,0.0001377585,0.00004216147,0.0005949587],"genre_scores_gemma":[0.9967483,0.0001020033,0.002107785,0.00001369406,0.000005513547,0.00002852073,0.0002038148,0.00001603678,0.0007743295],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001942445,"threshold_uncertainty_score":0.006498158,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01052734787303612,"score_gpt":0.1916871040795903,"score_spread":0.1811597562065542,"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."}}