{"id":"W4410800969","doi":"10.1139/cgj-2025-0081","title":"Investigation of engineering-scale testing and bearing capacity calculation method for rotary screw special-shaped piles","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil Mechanics and Vehicle Dynamics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Science Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Bearing capacity; Geotechnical engineering; Scale (ratio); Bearing (navigation); Engineering; Scale effects; Structural engineering; Forensic engineering; Geology; Computer 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003342034,0.0003748115,0.0002730789,0.0004956937,0.0002171335,0.0003506433,0.0006995795,0.0003821924,0.001170984],"category_scores_gemma":[0.001570524,0.0001839115,0.0002023329,0.0003515713,0.0003685095,0.0004619202,0.0003197235,0.0002008157,0.0002766386],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003068129,"about_ca_system_score_gemma":0.0005691157,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002526714,"about_ca_topic_score_gemma":0.003583744,"domain_scores_codex":[0.9997358,0.00004009365,0.00001367185,0.0000315718,0.0001537106,0.00002511508],"domain_scores_gemma":[0.9994141,0.0002100345,0.0000792791,0.00009509918,0.0001774417,0.00002416935],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002243782,0.00009448783,0.01052139,0.0003072447,0.00001966127,0.0004593147,0.0002564241,0.6595686,0.1961194,0.004759305,0.0006384416,0.1270314],"study_design_scores_gemma":[0.00000671474,0.00006825254,0.00176396,0.000007984833,0.000005015252,0.0001014473,0.00005526084,0.9593986,0.03746357,0.0003230832,0.0007912327,0.00001493198],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.4086745,0.00009254836,0.5849559,0.00006412227,0.00002383905,0.00007863322,0.0001425198,0.001268971,0.004698919],"genre_scores_gemma":[0.9619486,0.00003535663,0.03754771,0.000004388015,0.000001642416,0.0000220253,0.00004480367,0.00002595674,0.0003695675],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002526714,"threshold_uncertainty_score":0.005024016,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02005096537746841,"score_gpt":0.2222648699564896,"score_spread":0.2022139045790211,"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."}}