{"id":"W2427559440","doi":"10.1139/cgj-2016-0216","title":"Reply to the discussion by Mesri and Kane on “Capillary-based effective stress formulation for predicting shear strength of unsaturated soils”","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"Université Laval","funders":"","keywords":"Geotechnical engineering; Soil water; Effective stress; Geology; Shear (geology); Capillary action; Shear strength (soil); Stress (linguistics); Materials science; Soil science; Composite material; Petrology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"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":[0.01004374,0.001400755,0.002065502,0.001224598,0.004740619,0.004655647,0.006623853,0.06217445,0.005569922],"category_scores_gemma":[0.05478885,0.001395126,0.002416664,0.001602095,0.00579448,0.006573569,0.004303871,0.05903495,0.004861136],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005333458,"about_ca_system_score_gemma":0.005102052,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01778489,"about_ca_topic_score_gemma":0.01552624,"domain_scores_codex":[0.9936708,0.001533547,0.001000702,0.001165757,0.001923369,0.000705773],"domain_scores_gemma":[0.9736401,0.01536216,0.001725364,0.0006570712,0.007285637,0.001329637],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00007488207,0.00002620051,0.0003801228,0.00016885,0.00005073645,0.0002469216,0.0004009645,0.0002266679,0.0002393317,0.004135558,0.9898236,0.004226123],"study_design_scores_gemma":[0.0001764586,0.00007037624,0.002753953,0.0006534104,0.0001814377,0.0004636408,0.001695765,0.001212432,0.001516926,0.02073484,0.970297,0.0002436715],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"commentary","genre_gemma":"commentary","genre_scores_codex":[0.0003093949,0.00235265,0.0003484528,0.9630175,0.0334794,0.000007461458,0.00007762659,0.0000239837,0.0003836475],"genre_scores_gemma":[0.00339023,0.00134442,0.0003640909,0.9582384,0.03496955,0.00003310257,0.00003580811,0.00004097824,0.001583412],"genre_candidate":"commentary","genre_consensus":"commentary","teacher_disagreement_score":0.06217445,"threshold_uncertainty_score":0.05311704,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005289008002490051,"score_gpt":0.2031123312335825,"score_spread":0.1978233232310925,"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."}}