{"id":"W2607001054","doi":"10.1007/s40891-017-0088-4","title":"Earth Pressure Distribution on a Rigid Box Covered with U-Shaped Geofoam Wrap","year":2017,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Lateral earth pressure; Trench; Stiffness; Geotechnical engineering; Finite element method; Structural engineering; Soil structure interaction; Geology; Shear strength (soil); Materials science; Shear (geology); Engineering; Composite material; Soil water","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0001242843,0.0001912194,0.0002094319,0.00009281325,0.00009417055,0.0003204476,0.0003590135,0.00009000128,0.00001195926],"category_scores_gemma":[0.00009393044,0.000156997,0.00007261819,0.00002601937,0.00004059031,0.0002266582,0.00003990247,0.0003333645,0.000001483161],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000353564,"about_ca_system_score_gemma":0.0000122185,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001321599,"about_ca_topic_score_gemma":0.000002858532,"domain_scores_codex":[0.9990752,0.000004650023,0.0002554189,0.0001108701,0.0003536103,0.0002002197],"domain_scores_gemma":[0.9993867,0.00005930501,0.0001116799,0.0001973409,0.0001323835,0.0001126331],"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":[0.0001420329,0.00004712727,0.0001743243,0.00009055822,0.0007662553,0.000126989,0.00007526146,0.9716926,0.004478537,0.01188603,0.0001423239,0.01037793],"study_design_scores_gemma":[0.002964524,0.0006931156,0.07344847,0.001137838,0.0002199559,0.001397044,0.00004414903,0.7398855,0.004264596,0.001613996,0.1733258,0.001005012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7209811,0.0008317044,0.2740192,0.0007445966,0.00231047,0.0001204518,0.000124408,0.0001665299,0.0007015177],"genre_scores_gemma":[0.9986522,0.0002333934,0.0007271166,0.0000113162,0.0002589235,0.000001965727,0.000007283429,0.00002822647,0.00007953026],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2776711,"threshold_uncertainty_score":0.640215,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004866863048613152,"score_gpt":0.1990875562103291,"score_spread":0.1942206931617159,"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."}}