{"id":"W1984903171","doi":"10.1139/cgj-2014-0253","title":"Influence of loading path on cyclic mechanical response of small-scale shallow strip footing on loose sand","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Stiffness; Settlement (finance); Geotechnical engineering; Vertical displacement; Displacement (psychology); Structural engineering; Horizontal and vertical; Amplitude; Scale (ratio); Geology; Engineering; Computer science; Geodesy; Physics","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":[0.0001965069,0.0003241097,0.0002931416,0.0002859882,0.0003097857,0.0002743432,0.0003000897,0.000389488,0.002192658],"category_scores_gemma":[0.0007801218,0.000176702,0.0001539076,0.0001921623,0.0005890387,0.0001724163,0.0003889505,0.0002122752,0.0002073611],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001545731,"about_ca_system_score_gemma":0.0001861722,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001619085,"about_ca_topic_score_gemma":0.003696051,"domain_scores_codex":[0.9998205,0.00002349463,0.000009915871,0.00003426789,0.00005873774,0.00005307348],"domain_scores_gemma":[0.9996295,0.0001593918,0.00004399663,0.00005364062,0.00006446538,0.00004902261],"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":[0.001306412,0.0001448802,0.01471231,0.0002695296,0.00003016895,0.0009350122,0.0007431314,0.01991196,0.941228,0.0001160766,0.0001688072,0.02043364],"study_design_scores_gemma":[0.00008735165,0.007432556,0.3269374,0.00008400551,0.0001322255,0.0005798227,0.003961619,0.08996541,0.5675052,0.0005174822,0.002688949,0.0001080981],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991374,0.00001983302,0.0005445784,0.000006626457,0.00000337435,0.000006322243,0.00002331138,0.00001469604,0.0002437974],"genre_scores_gemma":[0.999566,0.00002042141,0.0002152173,0.000004513771,7.210933e-7,0.000004183547,0.00001684342,0.000002550016,0.000169406],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002192658,"threshold_uncertainty_score":0.007335126,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01282922440862866,"score_gpt":0.2055200885322306,"score_spread":0.1926908641236019,"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."}}