{"id":"W2115986331","doi":"10.1139/t07-107","title":"Compression testing and analysis of drilled concrete tapered piles in cohesive-frictional soil","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Structural engineering; Bearing capacity; Load testing; Compressive strength; Finite element method; Compression (physics); Engineering; Materials science; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002161441,0.0003384489,0.0002259329,0.000543357,0.0002344267,0.0001591456,0.0004125735,0.0002806484,0.0008114437],"category_scores_gemma":[0.0008342627,0.0001677837,0.0001342331,0.0004053525,0.000459939,0.0002526934,0.0002211835,0.0001683,0.0001625015],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000211807,"about_ca_system_score_gemma":0.0002737389,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003030802,"about_ca_topic_score_gemma":0.006088544,"domain_scores_codex":[0.9997028,0.00002550692,0.00001421508,0.00002325721,0.0001977094,0.00003650723],"domain_scores_gemma":[0.9994962,0.0001402299,0.0001006352,0.00004864191,0.0001529613,0.00006117085],"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":[0.0005304633,0.00009227353,0.007421496,0.0002173914,0.00001398633,0.0007238601,0.0002615615,0.02123537,0.9496034,0.000119888,0.00007239995,0.0197078],"study_design_scores_gemma":[0.0000430472,0.002761099,0.104292,0.00003458451,0.00003688911,0.0007575527,0.000407851,0.07087784,0.8196252,0.0001531986,0.0009564351,0.00005427697],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973434,0.00007367488,0.002164109,0.000005020706,0.000002655342,0.00001678941,0.00004213691,0.00003673141,0.0003155122],"genre_scores_gemma":[0.9981532,0.00004705283,0.001448744,0.000002453846,0.000001040727,0.000006384496,0.00004910376,0.0000031566,0.0002889477],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003030802,"threshold_uncertainty_score":0.006026328,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01488240316165305,"score_gpt":0.1876946295552697,"score_spread":0.1728122263936167,"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."}}