{"id":"W2114525892","doi":"10.1680/grim.2008.161.3.113","title":"Predicted and measured loads using the coherent gravity method","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"ca_institutions":"Royal Military College of Canada","funders":"Core Research for Evolutional Science and Technology; Deutscher Akademischer Austauschdienst","keywords":"Steel bar; Bar (unit); Soil water; Geotechnical engineering; Structural engineering; Welding; Reinforcement; Materials science; Geology; Engineering; Composite material; Soil science","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":[0.0004287278,0.0002248405,0.0002844542,0.0000875443,0.0001381038,0.00001637882,0.0003092556,0.000119819,0.000002724301],"category_scores_gemma":[0.0001259883,0.0001544673,0.0001119206,0.0003578164,0.000148551,0.000165909,0.00009759459,0.000293086,1.603685e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001332699,"about_ca_system_score_gemma":0.00003456933,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007110797,"about_ca_topic_score_gemma":0.000005160454,"domain_scores_codex":[0.9987152,0.000005399267,0.0004235193,0.0001681451,0.0004419376,0.0002457744],"domain_scores_gemma":[0.9994104,0.00002876587,0.0001191761,0.0001735543,0.0001952676,0.00007287226],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003284429,0.0001158098,0.0001255605,0.001039731,0.0003181152,5.596149e-7,0.001010307,0.3763807,0.6025073,0.0154414,0.0002775559,0.002750122],"study_design_scores_gemma":[0.0009630162,0.0002005073,0.002238983,0.0002845483,0.0001854688,0.00005918338,0.0002647199,0.7874819,0.2057905,0.000954684,0.001196727,0.0003797157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9131178,0.0003683928,0.08455077,0.00007351956,0.000647035,0.000561551,0.00001683273,0.0002152956,0.0004487686],"genre_scores_gemma":[0.9978524,0.0001092743,0.001904512,0.00001410013,0.00004601732,0.00002747714,0.000001068352,0.00002355017,0.00002155978],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4111012,"threshold_uncertainty_score":0.6298994,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01601244663985349,"score_gpt":0.2104398315794854,"score_spread":0.1944273849396319,"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."}}