{"id":"W2125968813","doi":"10.1139/cgj-2013-0381","title":"Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"State Key Laboratory of Geohazard Prevention and Geoenvironment Protection","keywords":"Fibre-reinforced plastic; Soil nailing; Geotechnical engineering; Materials science; Creep; Composite material; Glass fiber; Ultimate tensile strength; Nail (fastener); Structural engineering; Geology; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003701995,0.0002536972,0.0003884888,0.0004102245,0.00007385181,0.00005885312,0.0004028125,0.0004085296,0.0006196738],"category_scores_gemma":[0.0001242478,0.0002476681,0.0001525723,0.0002472795,0.00009118579,0.0001066033,0.00002805156,0.001062521,0.00006216243],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003106022,"about_ca_system_score_gemma":0.0001458518,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003402835,"about_ca_topic_score_gemma":0.001380066,"domain_scores_codex":[0.9982169,0.00003541314,0.0005950765,0.0001811601,0.000305534,0.0006658637],"domain_scores_gemma":[0.9987851,0.00006788511,0.00006160358,0.000327751,0.0000500303,0.0007075857],"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":[0.000009605742,0.000009119952,0.0000324101,0.00002888863,0.00002996197,0.00008550715,0.00002833608,0.9722227,0.0120915,0.0003793438,0.001437635,0.01364502],"study_design_scores_gemma":[0.003975853,0.0005131061,0.01041598,0.0005647457,0.0002207726,0.002372442,0.00006528731,0.8946192,0.03206522,0.0009267788,0.05184991,0.002410741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9727125,0.001040875,0.01538219,0.0006638465,0.0009863271,0.0004239877,0.00005005108,0.0005222295,0.00821802],"genre_scores_gemma":[0.9981184,0.00002687944,0.0001487071,0.00007244073,0.0001497271,0.00001104475,0.000005753754,0.00005191942,0.001415129],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07760351,"threshold_uncertainty_score":0.9999976,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004459181145811506,"score_gpt":0.1836148710074414,"score_spread":0.1791556898616299,"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."}}