{"id":"W2247609637","doi":"10.1002/geot.201500021","title":"Hydro‐mechanical response of Opalinus Clay during excavation works – a synopsis from the Mont Terri URL","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Excavation; Geology; Geotechnical engineering; Radioactive waste; Mining engineering; Brittleness; Rock mass classification; Pore water pressure; Fracture (geology); Engineering; Materials science; Waste management","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005175561,0.0001786923,0.000219486,0.00006661375,0.00008286759,0.00006178259,0.000159351,0.0001799765,0.0000110499],"category_scores_gemma":[0.0001098166,0.0001414553,0.0000587487,0.0002253401,0.0000121045,0.0001142189,0.00005731969,0.0002742466,0.000008223614],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004239873,"about_ca_system_score_gemma":0.00001798824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001097138,"about_ca_topic_score_gemma":0.00002159712,"domain_scores_codex":[0.9989643,0.00005712701,0.0003120616,0.0002119582,0.0001981568,0.0002563848],"domain_scores_gemma":[0.9992297,0.0002514155,0.00005903993,0.0002751113,0.00006113094,0.0001236483],"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":[0.002456804,0.0001426521,0.0004226786,0.0001573276,0.0005969371,0.0001411482,0.0106132,0.5464962,0.4059486,0.002067723,0.0007471828,0.03020957],"study_design_scores_gemma":[0.0009664509,0.00007300162,0.0003402755,0.0002560784,0.00006380614,0.00001682041,0.0009715854,0.9413365,0.05083181,0.004524669,0.0003036021,0.0003154096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9797016,0.001784803,0.01754715,0.0001049207,0.0005645978,0.0001127225,0.00001902693,0.0001281219,0.00003702952],"genre_scores_gemma":[0.9988346,0.000361025,0.0005105152,0.00002992333,0.0001771888,0.00001250815,0.00001434594,0.00003533788,0.00002461006],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3948403,"threshold_uncertainty_score":0.5768378,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01589980272737869,"score_gpt":0.1966396985372462,"score_spread":0.1807398958098675,"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."}}