{"id":"W4402651026","doi":"10.1051/e3sconf/202456928001","title":"Reinforcement of piling platforms with geogrids over dewatered docks with very soft soils: Wood Wharf, London","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Wharf; Reinforcement; Soil water; Geotechnical engineering; Engineering; Geology; Marine engineering; Structural engineering; 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":[0.0001148321,0.0001786021,0.0002581027,0.0001328326,0.00001997477,0.00004550556,0.000129257,0.00008491686,0.0000916316],"category_scores_gemma":[0.00001221377,0.0001199567,0.000043276,0.0002264683,0.0000677552,0.0001981594,0.00002063707,0.0001528131,0.000003006955],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002514435,"about_ca_system_score_gemma":0.0001678542,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007247792,"about_ca_topic_score_gemma":0.00005378191,"domain_scores_codex":[0.9990537,0.000003425215,0.0002979612,0.000154703,0.0002845319,0.0002056709],"domain_scores_gemma":[0.9996084,0.00006041131,0.00003711553,0.0001747183,0.00006605717,0.00005332081],"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":[0.00004744932,0.00001754607,0.001149368,0.0007738898,0.0001436527,0.000004898838,0.0002710638,0.9892463,0.00125871,0.003533633,0.00002608055,0.003527397],"study_design_scores_gemma":[0.0008077819,0.0006337293,0.001456873,0.001534508,0.00008382044,0.000007114317,0.0002312728,0.9658101,0.02552502,0.0003918904,0.0031244,0.000393549],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9572873,0.0006673563,0.03756559,0.00001341428,0.0001589066,0.0001471259,0.00000865027,0.0003421164,0.00380951],"genre_scores_gemma":[0.9994813,0.00014996,0.0002078832,0.000002838078,0.00002869723,0.00001601656,0.00002163274,0.00002278404,0.00006894259],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04219391,"threshold_uncertainty_score":0.4891691,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00790015979531502,"score_gpt":0.1958514843112087,"score_spread":0.1879513245158937,"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."}}