{"id":"W1986162831","doi":"10.1139/t10-031","title":"Impact compression behaviors of high-capacity long piles","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Granular flow and fluidized beds","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Hammer; Geotechnical engineering; Compression (physics); Drop (telecommunication); Impact energy; Structural engineering; Mechanics; Engineering; Materials science; Physics; Mechanical engineering; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001863563,0.0002046591,0.0002537416,0.0009396775,0.0002901285,0.000296845,0.0002434447,0.0002488785,0.001610926],"category_scores_gemma":[0.0008944857,0.0001735534,0.0001272046,0.0004966188,0.0003397519,0.0004590403,0.0003128156,0.0002832586,0.0002432665],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000322152,"about_ca_system_score_gemma":0.0001529113,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004000349,"about_ca_topic_score_gemma":0.005801908,"domain_scores_codex":[0.9997919,0.00001039055,0.00001060332,0.00002258248,0.0001072511,0.00005721081],"domain_scores_gemma":[0.9995502,0.0001659616,0.000075293,0.00004328376,0.00009478234,0.00007050697],"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":[0.001237114,0.0001597246,0.1243118,0.0001798387,0.00005120976,0.001033771,0.0006211164,0.0354083,0.7852618,0.000373904,0.0004548702,0.05090659],"study_design_scores_gemma":[0.0000158213,0.0005305573,0.5544595,0.00001395804,0.00002631157,0.0005254021,0.0004468785,0.08229248,0.3603326,0.0003417924,0.0009430588,0.00007168575],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977124,0.00003699179,0.001429862,0.00001036577,0.000002285333,0.000008975128,0.0001038597,0.0000428628,0.0006524395],"genre_scores_gemma":[0.9994554,0.00001836017,0.0002549561,0.000003497165,7.909998e-7,0.000002443252,0.00007183731,0.000003380913,0.0001893676],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004000349,"threshold_uncertainty_score":0.007954121,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00858306277277763,"score_gpt":0.2188851300991536,"score_spread":0.2103020673263759,"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."}}