{"id":"W2802280005","doi":"10.1139/cgj-2017-0689","title":"Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track bed with water level change and cyclic loading","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Subsoil; Geogrid; Pile; Geosynthetics; Soil water; Stress (linguistics); Water level; Track (disk drive); Geology; Environmental science; Reinforcement; Engineering; Structural engineering; Soil science","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":[0.0001055564,0.0005520071,0.0005955378,0.0002837678,0.0003830885,0.000474434,0.0009713669,0.001084061,0.002289321],"category_scores_gemma":[0.0002719518,0.0002944253,0.00070416,0.0002642285,0.0004362123,0.0005246879,0.0004135327,0.0003934353,0.0002595462],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004458145,"about_ca_system_score_gemma":0.0006029843,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02173988,"about_ca_topic_score_gemma":0.0120631,"domain_scores_codex":[0.9999228,0.0000140717,0.000003818227,0.00002119797,0.00001969432,0.00001845757],"domain_scores_gemma":[0.9998784,0.00004036403,0.00001699928,0.00002051874,0.00002915567,0.00001447186],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000590545,0.00007519025,0.002340679,0.00003553918,0.00001770226,0.000155985,0.00003332289,0.9897006,0.005861829,0.0002053151,0.0000966738,0.001418137],"study_design_scores_gemma":[0.0000160199,0.00006418076,0.00232597,0.000002430095,0.00001008584,0.00001916966,0.00003602657,0.9963663,0.0009235991,0.0001116858,0.0001150474,0.000009530736],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.98615,0.00006041299,0.009009223,0.00005771866,0.00001152223,0.00003648625,0.0005132657,0.0001899127,0.003971505],"genre_scores_gemma":[0.9977862,0.00004662794,0.0009310527,0.000008169326,0.00000228022,0.00003309982,0.0001830104,0.00001503074,0.000994621],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02173988,"threshold_uncertainty_score":0.04322666,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02678191237150305,"score_gpt":0.2144656869608513,"score_spread":0.1876837745893482,"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."}}