{"id":"W2799886577","doi":"10.1061/(asce)gm.1943-5622.0001106","title":"Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study","year":2018,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Geotechnical engineering; Expansive clay; Soil water; Vadose zone; Saturation (graph theory); Degree of saturation; Geology; Nonlinear system; Infiltration (HVAC); Elastic modulus; Constitutive equation; Finite element method; Materials science; Soil science; Mathematics; Groundwater; Engineering; Structural engineering","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0004356532,0.0001612853,0.0002687158,0.0003638683,0.00004521905,0.00005370161,0.0002676821,0.0000872693,0.00003617107],"category_scores_gemma":[0.00041544,0.0001430768,0.00006750719,0.0002480238,0.00001790762,0.0001927552,0.00008673747,0.0002567465,0.000005899605],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007165095,"about_ca_system_score_gemma":0.00006357463,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005143455,"about_ca_topic_score_gemma":0.0001067426,"domain_scores_codex":[0.9985976,0.00006184188,0.000605111,0.00013006,0.0004377358,0.0001676271],"domain_scores_gemma":[0.9982116,0.00022473,0.0001797469,0.0001197334,0.001124192,0.0001399863],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.005243473,0.001123518,0.001275993,0.0001032731,0.005350761,0.02850069,0.03610795,0.1350509,0.5440085,0.00204046,0.001821088,0.2393734],"study_design_scores_gemma":[0.01085324,0.008074702,0.001223598,0.0008453679,0.0004140355,0.03026138,0.03162075,0.6819605,0.224969,0.004695988,0.003584652,0.00149685],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9906924,0.00008927192,0.007414705,0.000170498,0.001396562,0.0001186724,0.00001324515,0.00003631889,0.00006837319],"genre_scores_gemma":[0.9983412,0.00002999582,0.001057422,0.0001389521,0.000377562,0.000001929804,0.000001160242,0.00002734561,0.00002440369],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5469096,"threshold_uncertainty_score":0.5834504,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01725511377720814,"score_gpt":0.2783833115687114,"score_spread":0.2611281977915033,"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."}}