{"id":"W2150415990","doi":"10.1139/t05-084","title":"Formulation of a three dimensional analytical solution to evaluate stresses in backfilled vertical narrow openings","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Geotechnical engineering; Lateral earth pressure; Geology; Stress (linguistics); Overburden pressure; Work (physics); Engineering; Mechanical engineering","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006889589,0.0007392263,0.0007254197,0.0007806408,0.0004832404,0.001597866,0.001123424,0.002074595,0.00249693],"category_scores_gemma":[0.002152269,0.0005471425,0.0007860677,0.0004376524,0.001060956,0.0008332137,0.0007970842,0.0008553421,0.0004128637],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006765382,"about_ca_system_score_gemma":0.001723957,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004298421,"about_ca_topic_score_gemma":0.00350236,"domain_scores_codex":[0.999691,0.00005677898,0.00002403167,0.00005667024,0.0001348794,0.00003659475],"domain_scores_gemma":[0.9994774,0.0002372637,0.0000523065,0.00003000534,0.0001813873,0.00002162177],"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":[0.00002022793,0.00005062808,0.0007252253,0.000178533,0.00001604185,0.0003942767,0.0002735117,0.9272674,0.01630676,0.02807672,0.0008075633,0.0258831],"study_design_scores_gemma":[0.000005894954,0.00001621514,0.0001267005,0.00001454289,0.00000388611,0.00004958449,0.00006794689,0.9938625,0.001300029,0.003206245,0.001335757,0.00001065986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02218952,0.0002113691,0.9710078,0.0002594074,0.00006291367,0.00009979944,0.0001139327,0.0002091771,0.005846219],"genre_scores_gemma":[0.600394,0.001252746,0.383543,0.0002431314,0.0001459473,0.0006482952,0.0002157101,0.0001740516,0.01338318],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004298421,"threshold_uncertainty_score":0.00854677,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01578152579958942,"score_gpt":0.2330559815761876,"score_spread":0.2172744557765982,"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."}}