{"id":"W2912086578","doi":"10.1139/cgj-2018-0590","title":"Evaluation of peak side resistance for rock socketed shafts in weak sedimentary rock from an extensive database of published field load tests: a limit state approach","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign","keywords":"Siltstone; Geotechnical engineering; Oil shale; Load testing; Limit state design; Geology; Modulus; Sedimentary rock; Materials science; Composite material; Structural engineering; Engineering","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":[0.001205531,0.000161063,0.000322598,0.0002629812,0.00004745021,0.00003897309,0.0003261847,0.0001563617,0.00007563893],"category_scores_gemma":[0.0005157162,0.0001715104,0.00008483604,0.0001964536,0.000004343976,0.0003917298,0.00003284853,0.000479544,0.000001576276],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006035134,"about_ca_system_score_gemma":0.000848964,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.009294723,"about_ca_topic_score_gemma":0.03556103,"domain_scores_codex":[0.9981633,0.00006855404,0.0005934021,0.0002602243,0.0005360186,0.0003785081],"domain_scores_gemma":[0.998324,0.000119126,0.0001443279,0.0003972739,0.0006620142,0.000353205],"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":[0.00008985164,0.00004510981,0.00004104275,0.0000794998,0.00008262613,0.000007559298,0.0002111329,0.96697,0.02462056,0.00003884299,0.004842968,0.002970773],"study_design_scores_gemma":[0.001241678,0.000103886,0.0003130442,0.0002696511,0.00007665253,0.00000817685,0.0002997335,0.9908917,0.00328091,0.002756894,0.0005582529,0.0001994529],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8916126,0.001912553,0.1032211,0.0005499878,0.0004676187,0.001165332,0.0005247996,0.00004587066,0.0005000505],"genre_scores_gemma":[0.9967728,0.00006131358,0.002726978,0.0001706895,0.00007167177,0.00002365648,0.0001074564,0.00003372093,0.00003171743],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1051601,"threshold_uncertainty_score":0.9973025,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02342341558402939,"score_gpt":0.251865759419883,"score_spread":0.2284423438358536,"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."}}