{"id":"W2284482685","doi":"10.1680/jphmg.15.00010","title":"Impact vibration test of monopile foundation model in dry sand","year":2015,"lang":"en","type":"article","venue":"International Journal of Physical Modelling in Geotechnics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Ottawa","keywords":"Pile; Geotechnical engineering; Vibration; Foundation (evidence); Stiffness; Offshore wind power; Strain gauge; Engineering; Displacement (psychology); Structural engineering; Overburden; Full scale; Geology; Marine engineering; Turbine; Mechanical engineering","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002522009,0.0003950666,0.0003668701,0.0003531264,0.0002637189,0.0001853418,0.0005312534,0.0004345441,0.001921786],"category_scores_gemma":[0.0006066057,0.0002301742,0.0002693605,0.0002203131,0.0003496901,0.0002262939,0.0004926252,0.0002906166,0.0003082613],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002288658,"about_ca_system_score_gemma":0.0002134129,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002393315,"about_ca_topic_score_gemma":0.002886235,"domain_scores_codex":[0.9997657,0.00002230487,0.00001383764,0.00003366143,0.0001059156,0.0000586103],"domain_scores_gemma":[0.9996079,0.0001519223,0.00004436303,0.00005814157,0.00007065777,0.00006714339],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002276077,0.0003391725,0.01182044,0.0001706514,0.00004065614,0.0008877692,0.0003200365,0.0316232,0.9419038,0.0002174072,0.0003120042,0.01008873],"study_design_scores_gemma":[0.0002204685,0.008614275,0.1041009,0.00003710705,0.00008243023,0.0004602989,0.0006396063,0.1654312,0.7192327,0.0001947599,0.0009087898,0.00007752839],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981748,0.000009707758,0.001435842,0.000006560397,0.000003251028,0.000007377551,0.00006442911,0.00004324502,0.000254903],"genre_scores_gemma":[0.9992687,0.00001133992,0.0003843232,0.000002944251,6.552369e-7,0.000006261769,0.00004647296,0.000003803544,0.0002755201],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002393315,"threshold_uncertainty_score":0.006428957,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02174214645505993,"score_gpt":0.2659787663681304,"score_spread":0.2442366199130705,"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."}}