{"id":"W2115587600","doi":"10.3141/1868-18","title":"Biaxial Testing to Investigate Soil-Pipe Interaction of Buried Fiber-Reinforced Cement Pipe","year":2004,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"","keywords":"Bending moment; Materials science; Geotechnical engineering; Bending; Lateral earth pressure; Modulus; Soil structure interaction; Composite material; Overburden pressure; Young's modulus; Structural engineering; Geology; Engineering; Finite element method","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":[0.0004462762,0.000548645,0.0002547724,0.0003867208,0.0002632541,0.0002455176,0.0003290949,0.0004178217,0.001116454],"category_scores_gemma":[0.001074082,0.000273367,0.0002010429,0.0004847943,0.0003044789,0.0004787591,0.0004315052,0.0003537876,0.0002522909],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000217498,"about_ca_system_score_gemma":0.0002277574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001627053,"about_ca_topic_score_gemma":0.003847696,"domain_scores_codex":[0.9994838,0.00005874182,0.00003879644,0.00005911216,0.0002880727,0.00007138309],"domain_scores_gemma":[0.9990138,0.0002672803,0.0002926184,0.00006899392,0.0002502186,0.0001071402],"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":[0.0002061522,0.00007144969,0.003860317,0.00004699296,0.000005410283,0.0001057377,0.0001266268,0.000844501,0.990992,0.00002780812,0.00002523873,0.003687757],"study_design_scores_gemma":[0.0000288661,0.004736129,0.1725778,0.00001616598,0.00003382106,0.0005209381,0.0003896149,0.01917855,0.8010934,0.000097279,0.001296707,0.00003071441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.991787,0.00008250793,0.007416995,0.00001816983,0.000005672431,0.00002288108,0.00009097572,0.0000589263,0.0005168734],"genre_scores_gemma":[0.9961441,0.00008980634,0.002915214,0.0000145401,0.00000320282,0.00002661213,0.0001085807,0.00001349599,0.0006844901],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001627053,"threshold_uncertainty_score":0.003734887,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0660852454317249,"score_gpt":0.3270739171650335,"score_spread":0.2609886717333086,"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."}}