{"id":"W4414989224","doi":"10.3390/buildings15193620","title":"Axial Compression and Uplift Performance of Continuous Helix Screw Piles","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Pile; Compression (physics); Helix (gastropod); Shear (geology); Failure mode and effects analysis; Tension (geology); Ultimate tensile strength; Strain gauge; Torque","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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":[0.0004566664,0.0005534611,0.0003295492,0.001126977,0.0004085254,0.0006026507,0.000567184,0.0003721687,0.002306167],"category_scores_gemma":[0.001338599,0.0002925196,0.0002269247,0.0006382893,0.0008130338,0.000686194,0.0005200471,0.0002055902,0.0005587595],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003852221,"about_ca_system_score_gemma":0.0003277939,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002560888,"about_ca_topic_score_gemma":0.006465496,"domain_scores_codex":[0.9994698,0.00004109489,0.00002574317,0.00005257861,0.0002926688,0.0001181823],"domain_scores_gemma":[0.9986309,0.0003151919,0.0002545205,0.0001270865,0.0004610959,0.0002111957],"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":[0.002033619,0.0001564047,0.05280199,0.0002534605,0.00003823522,0.0007607954,0.0004764556,0.01358532,0.8911076,0.000174855,0.0002126081,0.03839862],"study_design_scores_gemma":[0.00006143609,0.004413391,0.3558497,0.00004463186,0.00006729447,0.0006930339,0.001274253,0.02759567,0.6081075,0.0002024725,0.001606691,0.00008399448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985533,0.00003245654,0.00080031,0.000003824729,0.00000251945,0.000008258815,0.00008924872,0.0000382375,0.0004718615],"genre_scores_gemma":[0.99942,0.00001538977,0.0002607484,0.000001538599,9.123447e-7,0.000002688411,0.00006020784,0.000006486523,0.0002320167],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002560888,"threshold_uncertainty_score":0.007714868,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002949265740351746,"score_gpt":0.1889334902910783,"score_spread":0.1859842245507266,"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."}}