{"id":"W2146966320","doi":"10.1139/t04-091","title":"Effect of stress state on the unsaturated shear strength of a weathered granite","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":149,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Triaxial shear test; Shear strength (soil); Geology; Soil water; Direct shear test; Shear (geology); Shear stress; Materials science; Soil science; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003370112,0.0001646823,0.0002453642,0.0001837079,0.000071098,0.00002715357,0.0002907773,0.0001364419,0.0001413281],"category_scores_gemma":[0.00009065757,0.0001057495,0.0001180203,0.0003115963,0.0000770864,0.0000566226,0.000007207875,0.00079722,0.00001350255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001355438,"about_ca_system_score_gemma":0.0001020415,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001352023,"about_ca_topic_score_gemma":0.002381896,"domain_scores_codex":[0.9989399,0.0001010467,0.0003243071,0.00008957316,0.0001976683,0.0003475485],"domain_scores_gemma":[0.9991152,0.0002097878,0.0000645,0.0002239087,0.00006583026,0.0003207758],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002493542,0.00005429974,0.0002827445,0.0001106095,0.0003832172,0.0001532258,0.0003677135,0.6911219,0.009575373,0.0003308697,0.008723649,0.288647],"study_design_scores_gemma":[0.005472185,0.003412337,0.0124471,0.002144912,0.0003411649,0.0005725843,0.0002484779,0.5101127,0.4025948,0.0005159459,0.06058655,0.001551296],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997914,0.0003881448,0.00009008896,0.0004554911,0.0001623091,0.0001456525,0.0001244632,0.00005330115,0.0006665858],"genre_scores_gemma":[0.9996263,0.0001016984,0.00003427638,0.00005927264,0.00009950482,0.000003018617,0.000004253675,0.00002691977,0.00004471244],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3930194,"threshold_uncertainty_score":0.4312339,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005373723945066764,"score_gpt":0.1949367250110002,"score_spread":0.1895630010659334,"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."}}