{"id":"W2113079132","doi":"10.1139/t07-115","title":"Rate effects from pile shaft resistance measurements","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Pile; Shearing (physics); Geotechnical engineering; Dynamic load testing; Soil water; Head (geology); Geology; Structural engineering; Engineering; Soil science","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003419065,0.0002577725,0.0003088172,0.0001982469,0.0002708841,0.00005309384,0.0004612678,0.0003129266,0.0001027688],"category_scores_gemma":[0.0003028016,0.0002678332,0.0001429317,0.0002861044,0.00004701653,0.000119241,0.00002152222,0.001128259,0.0001590941],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005154903,"about_ca_system_score_gemma":0.0002040898,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001294657,"about_ca_topic_score_gemma":0.00250699,"domain_scores_codex":[0.9983174,0.00005069417,0.0003731397,0.0002166635,0.0003159839,0.0007261176],"domain_scores_gemma":[0.9982228,0.00009179817,0.00003656848,0.0003737457,0.00007884936,0.001196187],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004620685,0.00007342505,0.0001569192,0.0001433693,0.0004158368,0.004532859,0.0001870278,0.8039023,0.01914032,0.0005950308,0.1578736,0.01293308],"study_design_scores_gemma":[0.004270429,0.0003189543,0.02403759,0.001308682,0.0002247646,0.001430302,0.00003239421,0.3137008,0.01928849,0.01112618,0.6207097,0.003551783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7424864,0.01478746,0.2170417,0.002406944,0.008280293,0.001115659,0.0002062018,0.004019566,0.009655717],"genre_scores_gemma":[0.9975743,0.0003169379,0.001160056,0.0002969223,0.0003147569,0.0000144069,0.000007918457,0.00006898793,0.0002457059],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4902016,"threshold_uncertainty_score":0.9999774,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0151051077147145,"score_gpt":0.1809033730501489,"score_spread":0.1657982653354344,"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."}}