{"id":"W2914876774","doi":"10.1016/j.geotexmem.2018.12.014","title":"Water retention of geosynthetics clay liners: Dependence on void ratio and temperature","year":2019,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":49,"is_retracted":false,"has_abstract":false,"ca_institutions":"Queen's University","funders":"Australian Research Council","keywords":"Materials science; Void ratio; Water retention; Geotechnical engineering; Void (composites); Dew point; Suction; Water retention curve; Water content; Moisture; Geosynthetics; Stress path; Composite material; Soil water; Thermodynamics; Environmental science; Soil science; Geology; Plasticity","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001917112,0.0001955999,0.0001731072,0.000222712,0.0001351703,0.0003128475,0.0002131276,0.0002007831,0.001394744],"category_scores_gemma":[0.000425012,0.000097462,0.0001827337,0.0002368422,0.0002007578,0.0004686764,0.0001486912,0.0002281875,0.0002222983],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002383464,"about_ca_system_score_gemma":0.000140667,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002399576,"about_ca_topic_score_gemma":0.002348622,"domain_scores_codex":[0.9998664,0.00001355754,0.000007659745,0.00003307507,0.00003182401,0.00004757181],"domain_scores_gemma":[0.9997614,0.00007834802,0.00007789817,0.00001265637,0.00004574779,0.00002388632],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007785853,0.00005582875,0.002694287,0.00003199436,0.00001228081,0.00004015783,0.00009354167,0.001352581,0.9916059,0.00004970894,0.00004526923,0.003239848],"study_design_scores_gemma":[0.000008166035,0.0006115022,0.01085804,0.000003541207,0.00001239043,0.00002745237,0.0001098794,0.005180297,0.9829031,0.00002499681,0.0002502982,0.00001032106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995516,0.00004757421,0.0001857699,0.000003547298,0.000001129244,0.000001411934,0.00007205213,0.00000817991,0.0001286771],"genre_scores_gemma":[0.9994647,0.00003260137,0.00008289187,0.000002256301,6.092067e-7,0.000001740253,0.00008826949,0.000004771312,0.000322223],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002399576,"threshold_uncertainty_score":0.004771173,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005090857939740315,"score_gpt":0.1882504588828025,"score_spread":0.1831596009430622,"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."}}