{"id":"W2084890277","doi":"10.1007/s11440-010-0109-0","title":"Passive earth pressure on embedded vertical plate anchors in sand","year":2011,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"ca_institutions":"Concordia University","funders":"","keywords":"Embedment; Lateral earth pressure; Geotechnical engineering; Consolidation (business); Shearing (physics); Mohr–Coulomb theory; Finite element method; Structural engineering; Solid mechanics; Foundation (evidence); Geology; Overburden pressure; Engineering; Materials science; Composite material","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":[0.00009504641,0.0003319976,0.0005501314,0.0004866045,0.0003944996,0.0009065455,0.0005386213,0.0006643488,0.003144275],"category_scores_gemma":[0.0008582842,0.0002496225,0.0001448321,0.000358992,0.001001056,0.0007793586,0.001075747,0.0004411745,0.0004675312],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003592128,"about_ca_system_score_gemma":0.0003145327,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002490125,"about_ca_topic_score_gemma":0.00109496,"domain_scores_codex":[0.9998699,0.0000168767,0.000005309617,0.00002957464,0.0000393269,0.0000389073],"domain_scores_gemma":[0.9997714,0.00007296236,0.0000310711,0.0000209074,0.00005524484,0.0000482635],"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":[0.004211386,0.0008563052,0.02683162,0.0003519522,0.0001300828,0.008345698,0.0009657723,0.4076874,0.4812771,0.02928999,0.001956309,0.0380964],"study_design_scores_gemma":[0.0002459441,0.0008999385,0.05548481,0.00003103756,0.0000680755,0.0005777954,0.001212465,0.8662136,0.06700298,0.007016402,0.001156879,0.00009010613],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9921714,0.00006983193,0.003504295,0.00006419876,0.00002879837,0.00001033354,0.00007865445,0.00007516678,0.003997426],"genre_scores_gemma":[0.99819,0.00003429033,0.0001511077,0.000002923565,0.000005653442,0.000002039644,0.00001949425,0.000004926216,0.001589539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003144275,"threshold_uncertainty_score":0.01051861,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01180908253591781,"score_gpt":0.1921235603215703,"score_spread":0.1803144777856525,"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."}}