{"id":"W2157024185","doi":"10.1139/t08-119","title":"Test study on the characteristics of mudcakes and in situ soils around bored piles","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Silt; Grout; Void ratio; Pile; Bearing capacity; Soil water; Geology; Compressibility; Borehole; Settlement (finance); Cement; Shear strength (soil); Direct shear test; Shear (geology); Materials science; Soil science; Engineering; Composite material; Geomorphology","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003734617,0.0001505651,0.0002758184,0.0002711605,0.00007092544,0.00006210583,0.0002317755,0.0001102551,0.00001017926],"category_scores_gemma":[0.0003410239,0.0001141132,0.00006447469,0.0003126977,0.00004692974,0.00004346883,0.000008964435,0.0007233736,0.000003317183],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001047721,"about_ca_system_score_gemma":0.0000489383,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004310604,"about_ca_topic_score_gemma":0.0009746304,"domain_scores_codex":[0.9990068,0.00002400677,0.00037625,0.0001151777,0.0001589862,0.0003187442],"domain_scores_gemma":[0.9992553,0.0001610157,0.00004085134,0.0002167545,0.00003161014,0.0002944465],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005209121,0.0009252288,0.01283147,0.00007582959,0.0003315323,0.001493286,0.0008042925,0.8168856,0.04342492,0.001400665,0.003321283,0.1184538],"study_design_scores_gemma":[0.0007787062,0.0009783702,0.8398779,0.0003011271,0.0001081996,0.0001737506,0.0006969399,0.1525018,0.0005190001,0.001246511,0.002215531,0.0006021301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972122,0.0001416063,0.0009258787,0.00129344,0.00005173316,0.0001255765,0.0000144982,0.0000574821,0.0001776086],"genre_scores_gemma":[0.9996621,0.00007811743,0.00003349682,0.0001221847,0.00007594139,0.000003111803,0.000001317774,0.0000134264,0.00001032738],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8270465,"threshold_uncertainty_score":0.46534,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008613624429805842,"score_gpt":0.1963506855388175,"score_spread":0.1877370611090116,"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."}}