{"id":"W2122436770","doi":"10.1139/cgj-2013-0140","title":"Pullout behaviour of plate anchor in clay with linearly increasing strength","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Maritime and Port Authority of Singapore","keywords":"Square (algebra); Geotechnical engineering; Shear strength (soil); Unavailability; Finite element method; Range (aeronautics); Submarine pipeline; Deformation (meteorology); Structural engineering; Mathematics; Geology; Engineering; Geometry; Materials science; Soil water; Statistics; Composite material","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":[0.0002603648,0.0003441282,0.0001844742,0.0005343212,0.0002441294,0.0004829911,0.0003973034,0.0005173935,0.001786809],"category_scores_gemma":[0.000847397,0.0002089311,0.0002174067,0.0002003838,0.0007695232,0.0003713256,0.0004053598,0.000289432,0.0003315014],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002603172,"about_ca_system_score_gemma":0.0002513221,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002527893,"about_ca_topic_score_gemma":0.002481034,"domain_scores_codex":[0.9998829,0.00001263098,0.000006775085,0.00002465178,0.00004178188,0.00003111018],"domain_scores_gemma":[0.9996092,0.0001166595,0.00009825969,0.00003413525,0.00007396271,0.00006775752],"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":[0.001000421,0.0001447249,0.01166615,0.0002094119,0.00004674344,0.002507212,0.0008394841,0.1985716,0.762456,0.00499975,0.0004831058,0.01707549],"study_design_scores_gemma":[0.00004736199,0.001161857,0.01653338,0.00003900211,0.00003305555,0.0002804009,0.000728193,0.8381544,0.1406852,0.001055975,0.001209322,0.00007192945],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9931035,0.00005496669,0.004783126,0.00002768251,0.000008812713,0.00000910287,0.00003068438,0.00004696132,0.001935106],"genre_scores_gemma":[0.9982691,0.00003074754,0.000733437,0.000004223392,9.456955e-7,0.000003396521,0.00001528692,0.000004948351,0.0009378172],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002527893,"threshold_uncertainty_score":0.005977452,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005100485236149417,"score_gpt":0.1819474746655902,"score_spread":0.1768469894294408,"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."}}