{"id":"W2079618577","doi":"10.1680/gein.14.00023","title":"Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Pile; Geosynthetics; Geology; Layer (electronics); STRIPS; Geogrid; Aggregate (composite); Finite element method; Materials science; Structural engineering; Engineering; Composite material; Reinforcement","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":[0.0001518288,0.00013052,0.0001489883,0.00009560522,0.00003397678,0.0000311718,0.0001279603,0.00005985609,0.00004252618],"category_scores_gemma":[0.0000459077,0.0001304843,0.00003754799,0.00005157957,0.00002686658,0.0000547659,0.00003682563,0.0001000911,0.00001847184],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007238678,"about_ca_system_score_gemma":0.000003305465,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001842869,"about_ca_topic_score_gemma":3.95989e-7,"domain_scores_codex":[0.9991654,0.00002265015,0.0002732304,0.0001485457,0.000266508,0.0001237093],"domain_scores_gemma":[0.9996468,0.00004838191,0.00003933705,0.0001649459,0.00004983362,0.00005068215],"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":[0.00004729771,0.0002897912,0.002172621,0.00006253969,0.00007391613,0.000002759038,0.001088824,0.9437552,0.01725184,0.03114243,0.00002671911,0.004086037],"study_design_scores_gemma":[0.0004451335,0.0002535916,0.007643889,0.00004881547,0.00001524087,0.000008793691,0.0002642984,0.9811593,0.009645697,0.00002273497,0.000329758,0.0001626999],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9476495,0.000006081516,0.04880525,0.00001932827,0.0005703817,0.0001498398,0.000009061206,0.0002219781,0.002568552],"genre_scores_gemma":[0.9996986,6.990052e-7,0.0001318019,0.000004680105,0.0000542451,0.00002380485,0.00001868887,0.00002360985,0.00004381708],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05204913,"threshold_uncertainty_score":0.5320995,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00795944718724858,"score_gpt":0.2253787098458672,"score_spread":0.2174192626586187,"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."}}