{"id":"W4378470198","doi":"10.1186/s40677-023-00242-9","title":"Failure mechanism, existing constitutive models and numerical modeling of landslides in sensitive clay: a review","year":2023,"lang":"en","type":"review","venue":"Geoenvironmental Disasters","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Landslide; Geotechnical engineering; Constitutive equation; Geology; Brittleness; Softening; Viscoplasticity; Numerical modeling; Slope stability; Deformation (meteorology); Engineering; Materials science; Structural engineering; Finite element method; Geophysics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007327498,0.001229153,0.001920128,0.003935852,0.0003286225,0.001149314,0.00133241,0.00120852,0.002255056],"category_scores_gemma":[0.001128609,0.0006204472,0.001189225,0.004282188,0.0005045934,0.00156478,0.0005347211,0.0008793054,0.0009838504],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004817122,"about_ca_system_score_gemma":0.00142129,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002801334,"about_ca_topic_score_gemma":0.002719019,"domain_scores_codex":[0.9997533,0.00003225106,0.00004510471,0.00006352442,0.00008977562,0.00001611912],"domain_scores_gemma":[0.9991246,0.0005056194,0.0001268729,0.00002318407,0.0001967123,0.00002301528],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00007428839,0.0001851599,0.001011556,0.07534822,0.0002833162,0.0002776962,0.0001919646,0.006169615,0.002596383,0.007636985,0.01275951,0.8934653],"study_design_scores_gemma":[0.00002392328,0.000346655,0.003972663,0.02494919,0.001073964,0.001866891,0.0003512767,0.004046569,0.002702514,0.006915419,0.9536306,0.0001202241],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0004000087,0.998302,0.0005280006,0.0000791794,0.00006564929,0.000005637213,0.00002985574,0.000007713348,0.0005820331],"genre_scores_gemma":[0.001761344,0.9973731,0.0004407464,0.00003914304,0.00006428166,0.000007113977,0.00003944278,0.00000221242,0.0002725357],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.003935852,"threshold_uncertainty_score":0.007543921,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04827009357691103,"score_gpt":0.286587560650438,"score_spread":0.238317467073527,"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."}}