{"id":"W2107291342","doi":"10.1061/41049(356)10","title":"Field Tests on Composite Deep-Mixing-Cement Pile Foundation under Expressway Embankment","year":2009,"lang":"en","type":"article","venue":"","topic":"Civil and Geotechnical Engineering Research","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"Geomechanica (Canada)","funders":"Government of Jiangsu Province; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Levee; Engineering; Cohesion (chemistry); Cement; Structural engineering; Geology; Materials science; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008791564,0.0001356549,0.0001122957,0.00008436897,0.00004850669,0.000055861,0.0001325052,0.00007003489,0.0005510542],"category_scores_gemma":[0.00001778629,0.0001220182,0.00004499788,0.0001296431,0.000007224434,0.00007111148,0.00002359851,0.0002120159,0.0002118584],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009114404,"about_ca_system_score_gemma":0.000004671903,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009936032,"about_ca_topic_score_gemma":0.00000854138,"domain_scores_codex":[0.9991322,0.000007149965,0.0001629233,0.0001580215,0.0002583256,0.0002814088],"domain_scores_gemma":[0.9995353,0.0000982757,0.000008345116,0.0002410732,0.00002196781,0.00009509088],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003221419,0.0001820359,0.00003384667,0.00004641454,0.00003392889,0.000007788846,0.000051759,0.8225123,0.05205114,0.007199308,0.007310768,0.1105385],"study_design_scores_gemma":[0.001698456,0.002063499,0.01955757,0.0002524359,0.0000261223,0.000009751593,0.00004586921,0.7628953,0.1511207,0.005216229,0.05596553,0.001148505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2121206,0.0002881055,0.6485157,0.003819639,0.0006105782,0.0007314976,0.000002753043,0.002406914,0.1315042],"genre_scores_gemma":[0.9979314,0.00003261034,0.0008113446,0.000452828,0.00007586549,0.00001816176,0.00001199504,0.00001452509,0.0006512452],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7858108,"threshold_uncertainty_score":0.6033657,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01208626683462126,"score_gpt":0.256079291277595,"score_spread":0.2439930244429738,"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."}}