{"id":"W2887778802","doi":"10.1139/cgj-2017-0647","title":"Effect of perforations on the bearing capacity of shallow foundation on clay","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shallow foundation; Geotechnical engineering; Subsea; Bearing capacity; Foundation (evidence); Perforation; Geology; Dimensionless quantity; Waves and shallow water; Seabed; Materials science; Mechanics; Composite material; Physics","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":[0.0004949853,0.0001338898,0.0001814691,0.0001853447,0.000171252,0.00003203157,0.0002533383,0.000156292,0.0001312933],"category_scores_gemma":[0.0003451089,0.00009297478,0.0001043926,0.0002036366,0.0001393094,0.00004780816,0.000008901942,0.0006630457,0.00001309456],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001731288,"about_ca_system_score_gemma":0.00006074405,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007194384,"about_ca_topic_score_gemma":0.000889372,"domain_scores_codex":[0.9991332,0.00004928581,0.0002691014,0.00009221795,0.00020551,0.0002506831],"domain_scores_gemma":[0.9991937,0.0002380308,0.0000489924,0.0002489773,0.00007004509,0.0002002848],"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":[0.00003944241,0.00001387469,0.0000782303,0.00006542176,0.00009436653,0.000006306729,0.00008430741,0.9475323,0.01615762,0.01816311,0.001350711,0.01641428],"study_design_scores_gemma":[0.001338677,0.006571867,0.01914086,0.0009112409,0.0001677144,0.0003057081,0.00004765124,0.8072403,0.1332829,0.008537544,0.02153235,0.0009231472],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9844728,0.00001818388,0.01139068,0.000473435,0.0004060593,0.0001547334,0.00001038489,0.00007293597,0.003000767],"genre_scores_gemma":[0.9996058,0.000007857015,0.0001096123,0.00005346872,0.0001844759,0.0000042891,0.00000173213,0.00001829909,0.00001451653],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.140292,"threshold_uncertainty_score":0.3791402,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01059903195453137,"score_gpt":0.2108561768513415,"score_spread":0.2002571448968101,"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."}}