{"id":"W2033793070","doi":"10.1007/s12205-013-0181-8","title":"Analytical and experimental approaches to obtain the ultimate strength of reinforced earth elements","year":2013,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"ca_institutions":"Carleton University","funders":"","keywords":"Lateral earth pressure; Geotechnical engineering; Friction angle; Reinforcement; Shear strength (soil); Structural engineering; Overburden pressure; Triaxial shear test; Earth (classical element); Shear (geology); Materials science; Reinforced concrete; Geology; Engineering; Soil water; Composite material; Mathematics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001993628,0.0007533317,0.0003710505,0.001285729,0.001011251,0.0005783557,0.001544856,0.0008412781,0.004290086],"category_scores_gemma":[0.003806895,0.0004192509,0.0002833196,0.0007935801,0.001361718,0.001153612,0.0007113253,0.0009929551,0.0006166042],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007198876,"about_ca_system_score_gemma":0.000948119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001254293,"about_ca_topic_score_gemma":0.002915069,"domain_scores_codex":[0.998418,0.0002271505,0.00009394611,0.0001513013,0.001000759,0.0001089746],"domain_scores_gemma":[0.9975652,0.000923692,0.0003140045,0.000379477,0.0007677554,0.00004995534],"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":[0.0001576641,0.0008080187,0.002175676,0.0003418882,0.0000272506,0.00008560111,0.0003377637,0.01694521,0.9245544,0.01617065,0.0002801877,0.03811558],"study_design_scores_gemma":[0.00003030486,0.000602065,0.003544885,0.00002983309,0.00002984518,0.0001234893,0.0002017129,0.04106035,0.9483298,0.002811306,0.00319434,0.00004211174],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6182758,0.001045308,0.3512624,0.0002470023,0.0001185817,0.0003822879,0.0008429698,0.0004734112,0.02735215],"genre_scores_gemma":[0.9345341,0.0005763525,0.06069347,0.00003784099,0.0000257557,0.0003822162,0.0002615447,0.00003315364,0.003455597],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004290086,"threshold_uncertainty_score":0.01435173,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01952031229658322,"score_gpt":0.201393822306183,"score_spread":0.1818735100095998,"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."}}