{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001304271,0.0001589007,0.0001868482,0.00002610413,0.000101023,0.00002981838,0.00007761281,0.00008290252,0.0009059113],"category_scores_gemma":[0.00001046375,0.0000988246,0.00003372916,0.00004117475,0.000201454,0.0001815699,0.0001906317,0.00009629896,0.0001874614],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001703354,"about_ca_system_score_gemma":0.00000136929,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001379237,"about_ca_topic_score_gemma":0.00002358946,"domain_scores_codex":[0.9990864,0.00002565486,0.0001603695,0.0002914672,0.000215555,0.0002205813],"domain_scores_gemma":[0.9996563,0.00003862296,0.00004822247,0.0001894746,0.00000393004,0.0000634938],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0001012301,0.00009422332,0.01801292,0.000124653,0.00003678523,0.000006730046,0.001488324,0.02254297,0.9504669,0.00003206962,0.0002049876,0.006888265],"study_design_scores_gemma":[0.002762715,0.001647379,0.673217,0.0002795561,0.0001378906,0.0001458552,0.001901594,0.009276897,0.2987837,0.001198131,0.009360394,0.00128886],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973738,0.0001285149,9.431728e-7,0.0003769697,0.00007391703,0.0001991997,0.00001551225,0.00001315888,0.00181795],"genre_scores_gemma":[0.9973962,0.0006056515,0.00001130417,0.0001470868,0.00002048002,0.000004697343,0.00001164879,0.00001098066,0.001791993],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6552041,"threshold_uncertainty_score":0.9919094,"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."}}