{"id":"W2986210657","doi":"10.1080/19386362.2019.1690415","title":"Using TDA underneath shallow foundations: simplified design procedure","year":2019,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shallow foundation; Scrap; Reuse; Settlement (finance); Geotechnical engineering; Finite element method; Engineering; Structural engineering; Layer (electronics); Civil engineering; Bearing capacity; Computer science; Materials science; Mechanical engineering; Waste management","routes":{"ca_aff":true,"ca_fund":true,"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":[0.000326707,0.0002252885,0.0002950719,0.0003345612,0.00002088936,0.00008728352,0.000536644,0.0002024117,0.00007488517],"category_scores_gemma":[0.00031592,0.0002246395,0.0001696355,0.000270815,0.00001743356,0.0003720952,0.00005462765,0.0005317256,0.00002398709],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003379074,"about_ca_system_score_gemma":0.00006313994,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003340675,"about_ca_topic_score_gemma":3.63951e-7,"domain_scores_codex":[0.9983562,0.00001279629,0.0006477644,0.0001549739,0.0005656861,0.0002625409],"domain_scores_gemma":[0.9991229,0.0001612376,0.0001125671,0.0001834764,0.0002922739,0.0001275744],"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":[0.00001536534,0.00002589984,0.00003045354,0.00003935724,0.0001097815,0.00001576466,0.00002187179,0.9806369,0.01715659,0.001033549,0.00004062022,0.0008738649],"study_design_scores_gemma":[0.000481941,0.00006639456,0.0003381712,0.0002021941,0.00002480692,0.000226236,0.00001416815,0.993966,0.001409139,0.0003977568,0.002627793,0.0002453488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1454552,0.0001980604,0.8520225,0.0001038308,0.00148246,0.0001824346,0.000003843071,0.000367199,0.0001845049],"genre_scores_gemma":[0.9878067,0.00007742546,0.01174831,0.00002727912,0.0002426274,0.000005046209,0.000004985278,0.00006298465,0.00002468213],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8423515,"threshold_uncertainty_score":0.9160533,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02691965380177599,"score_gpt":0.2588947252077843,"score_spread":0.2319750714060083,"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."}}