{"id":"W2163693425","doi":"10.1139/t99-104","title":"The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":102,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Deflection (physics); Stiffness; Geology; Vertical deflection; Surface finish; Hydraulic roughness; Structural engineering; Engineering; Materials science; 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":[0.001442187,0.0006840925,0.0005766521,0.0004578369,0.0005881767,0.0004424877,0.001904559,0.0008156255,0.001785577],"category_scores_gemma":[0.001644016,0.0004733934,0.0003635001,0.0001771369,0.0007668527,0.0007092722,0.0007647812,0.000631128,0.0004704005],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008000611,"about_ca_system_score_gemma":0.001433711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001806588,"about_ca_topic_score_gemma":0.001845183,"domain_scores_codex":[0.999103,0.0001746179,0.00003681275,0.0001447462,0.0003937722,0.0001471933],"domain_scores_gemma":[0.9979499,0.0004736696,0.0003167451,0.0003648443,0.0005937703,0.0003009982],"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":[0.001422043,0.001107514,0.01167125,0.0003462246,0.00003538741,0.000378531,0.0002054891,0.03990412,0.9116753,0.0007095588,0.0006591153,0.03188542],"study_design_scores_gemma":[0.001096458,0.02226485,0.02848272,0.00007702989,0.0001416391,0.0007770769,0.000357382,0.1613716,0.7758514,0.0005900417,0.008787716,0.0002021827],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7822158,0.00007200392,0.2124074,0.0001320054,0.00004604262,0.001377457,0.000441049,0.001801066,0.001507079],"genre_scores_gemma":[0.8958631,0.00006740945,0.1003267,0.00005250374,0.00001232078,0.001857743,0.0003128059,0.00006035702,0.001447088],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001904559,"threshold_uncertainty_score":0.00762713,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02219442265376971,"score_gpt":0.2418982988739925,"score_spread":0.2197038762202228,"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."}}