{"id":"W2083101260","doi":"10.1139/t00-011","title":"Tension tests on wedge-piles in sensitive clays","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Imperial College London","keywords":"Geotechnical engineering; Pile; Wedge (geometry); Bearing capacity; Geology; Tension (geology); Traction (geology); Compression (physics); Materials science; Composite material","routes":{"ca_aff":false,"ca_fund":true,"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":[0.0002362034,0.0003475008,0.0002845991,0.0003908348,0.0003206206,0.0001673485,0.0003144212,0.0003684249,0.002681288],"category_scores_gemma":[0.0008936117,0.0002091452,0.0002715145,0.0003048765,0.000403347,0.0004227575,0.0006420405,0.000406033,0.0003275256],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002091119,"about_ca_system_score_gemma":0.0001639621,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001984625,"about_ca_topic_score_gemma":0.003466761,"domain_scores_codex":[0.99972,0.00003047514,0.00001908627,0.00004257785,0.0001145902,0.00007323067],"domain_scores_gemma":[0.9993584,0.0002133894,0.0001091627,0.00005764238,0.0001222912,0.0001390966],"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":[0.0007749803,0.000145134,0.003586225,0.00006417139,0.0000100025,0.0004400318,0.0003375798,0.001400237,0.9897802,0.00005724677,0.00005217022,0.003352077],"study_design_scores_gemma":[0.00008110302,0.004858229,0.06868885,0.00001806804,0.00002709281,0.0005138124,0.0005570407,0.007856064,0.9164368,0.00007836904,0.0008517355,0.00003284533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993919,0.00001037886,0.0003727171,0.000003527887,0.000002061613,0.000007784543,0.00002990685,0.0000123187,0.0001693652],"genre_scores_gemma":[0.9990197,0.00001336203,0.0003402625,0.000004422972,0.000001154323,0.000004914135,0.00006601233,0.000005175838,0.0005449158],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002681288,"threshold_uncertainty_score":0.008969784,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006892846183672341,"score_gpt":0.1887565043226545,"score_spread":0.1818636581389822,"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."}}