{"id":"W2127372201","doi":"10.1139/t06-009","title":"Results from long-term measurement in piles of drag load and downdrag","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":91,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Drag; Parasitic drag; Settlement (finance); Neutral plane; Foundation (evidence); Precast concrete; Dynamic load testing; Engineering; Structural engineering; Geology","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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":[0.0005815632,0.0001807854,0.0002859154,0.000237681,0.00004341267,0.00004355464,0.000225445,0.0002627064,0.00001829986],"category_scores_gemma":[0.0001926032,0.0001837825,0.00007032967,0.0002053648,0.00004401113,0.00006998402,0.00002187276,0.000712988,0.000005257477],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005961194,"about_ca_system_score_gemma":0.0002101829,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01883511,"about_ca_topic_score_gemma":0.04117562,"domain_scores_codex":[0.9983904,0.00002256005,0.0005990228,0.0001770775,0.0003709394,0.0004399797],"domain_scores_gemma":[0.999158,0.00004981312,0.00005107917,0.0002373041,0.00009412351,0.0004096871],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005414404,0.00007586226,0.0005409311,0.0000886644,0.00007329942,0.0007770156,0.00009679485,0.936699,0.007909372,0.0006697733,0.002880207,0.05013489],"study_design_scores_gemma":[0.009466186,0.0005217784,0.5067353,0.002958899,0.0001902229,0.0009738549,0.00008569266,0.4292573,0.01183656,0.01521258,0.02001586,0.002745853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9822093,0.003443737,0.01215312,0.0004903924,0.0004595815,0.0001944174,0.0001215643,0.000187176,0.000740749],"genre_scores_gemma":[0.999358,0.0001517087,0.0002943838,0.00002273046,0.0001246521,0.000003585411,0.000007198746,0.00002666936,0.00001107015],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5074418,"threshold_uncertainty_score":0.9876986,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01013389423558012,"score_gpt":0.1754755248072059,"score_spread":0.1653416305716258,"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."}}