{"id":"W2613203166","doi":"10.15273/ijge.2017.01.006","title":"A Revised Formula to Compute Shear Strength of Unsaturated Soils","year":2017,"lang":"en","type":"article","venue":"International Journal of Georesources and Environment","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Key Research and Development Program of China; Universiteit Utrecht; National Natural Science Foundation of China","keywords":"Cohesion (chemistry); Moraine; Geotechnical engineering; Saturation (graph theory); Soil water; Geology; Friction angle; Mathematics; Soil science; Geomorphology; Physics; Glacier","routes":{"ca_aff":false,"ca_fund":false,"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":[0.0005977423,0.001023194,0.0004791152,0.002884617,0.0002962849,0.0008758073,0.001135959,0.0005768745,0.002318215],"category_scores_gemma":[0.002837204,0.0002526442,0.0005960456,0.001482446,0.0004002916,0.001235706,0.0005847457,0.0004728337,0.001003168],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006615096,"about_ca_system_score_gemma":0.0009074559,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005654734,"about_ca_topic_score_gemma":0.005293008,"domain_scores_codex":[0.9992022,0.0001059353,0.0001077134,0.0001511635,0.0003741064,0.00005895584],"domain_scores_gemma":[0.9991882,0.0001141683,0.00006726001,0.0000638476,0.0005417449,0.00002466082],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00009902856,0.0001154757,0.02848124,0.000699511,0.0001640456,0.0009488015,0.0002702125,0.2422114,0.09441733,0.06894408,0.01510274,0.5485462],"study_design_scores_gemma":[0.000033065,0.0001110352,0.01386848,0.00006824602,0.00006545298,0.0006525562,0.00009818452,0.9419569,0.01599934,0.01184225,0.01518542,0.0001190449],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.08319744,0.001452225,0.9016215,0.0002269377,0.000480737,0.0002910369,0.001320295,0.001556917,0.009852938],"genre_scores_gemma":[0.6310239,0.001438619,0.3566203,0.0001862666,0.000221029,0.0004267614,0.001822268,0.0003745375,0.007886402],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005654734,"threshold_uncertainty_score":0.01124364,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007506103297118768,"score_gpt":0.2305929158244193,"score_spread":0.2230868125273006,"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."}}