{"id":"W2964769282","doi":"10.1155/2019/4347302","title":"Application of Constant Resistance and Large Deformation Anchor Cable in Soft Rock Highway Tunnel","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"Geomechanica (Canada)","funders":"China Railway","keywords":"Geotechnical engineering; Constant (computer programming); Deformation (meteorology); Geology; Structural engineering; Engineering; Materials science; Composite material; Computer science","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":[0.0001664305,0.0001319283,0.0002495541,0.0001731581,0.000009638637,0.000007521201,0.00009065754,0.0000716639,0.0000110368],"category_scores_gemma":[0.00003050615,0.000148935,0.00002708724,0.0003864789,0.000006417074,0.0003129099,0.00002057049,0.0001721114,0.0000077753],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006164711,"about_ca_system_score_gemma":0.000004387416,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000143665,"about_ca_topic_score_gemma":0.000374211,"domain_scores_codex":[0.9991952,0.000003959921,0.0002947094,0.0001556164,0.000106336,0.000244144],"domain_scores_gemma":[0.9996734,0.00006043518,0.00003219548,0.0001816354,0.00001647793,0.00003584082],"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":[0.000002708671,0.00001071473,0.001763751,0.0004389981,0.000004928141,7.858468e-7,0.00008074485,0.9919919,0.003973386,0.0006114655,0.000004558989,0.001116055],"study_design_scores_gemma":[0.0004010563,0.00000694632,0.001967279,0.0002068679,0.000004107677,0.000001045007,0.00004476469,0.9905176,0.0005035207,0.0001555713,0.006022891,0.0001683983],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07246714,0.010676,0.9153998,0.00001534982,0.0001289543,0.0002148815,0.00001208274,0.0002575176,0.0008283092],"genre_scores_gemma":[0.9975178,0.0008450744,0.001547611,0.000003047082,0.00001146568,0.00002454715,0.000008323645,0.00002103502,0.00002113365],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9250506,"threshold_uncertainty_score":0.6073393,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.001759854361445443,"score_gpt":0.1786543563673107,"score_spread":0.1768945020058653,"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."}}