{"id":"W4391307945","doi":"10.1007/s11356-024-32200-9","title":"Strength development and self-desiccation of saline cemented paste backfill","year":2024,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressive strength; Desiccation; Seawater; Salinity; Tailings; Saline water; Saline; Portland cement; Cement; Chemistry; Environmental science; Materials science; Geotechnical engineering; Metallurgy; Composite material; Botany; Geology; Ecology; Biology","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":[0.0008312425,0.00005555302,0.0000445281,0.0001923439,0.0001549211,0.00006766117,0.0000714298,0.00001759184,0.00005924959],"category_scores_gemma":[0.000007351503,0.00004658404,0.000005587667,0.0002805931,0.0002979318,0.0002403729,0.00009425995,0.00007594073,0.00002410998],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001084755,"about_ca_system_score_gemma":0.00002165671,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008653577,"about_ca_topic_score_gemma":0.00000344813,"domain_scores_codex":[0.9991232,0.00001638178,0.0001047832,0.0001479212,0.0004247092,0.0001829841],"domain_scores_gemma":[0.9998584,0.00001314229,0.000006315091,0.00006060043,0.000006549026,0.00005497928],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000186237,0.0001078403,0.002666346,0.0004648254,0.000056524,0.000004296348,0.006442267,0.0003861311,0.4919489,0.003149858,0.001404425,0.49335],"study_design_scores_gemma":[0.0004786305,0.0002830408,0.1278618,0.0002040399,0.0000192831,0.000005873262,0.004086432,0.1193571,0.4243485,0.0003051299,0.3226276,0.0004225747],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963125,0.001590242,0.00006151196,0.0001690034,0.00005510508,0.0001248336,0.000004566113,0.00004981123,0.001632417],"genre_scores_gemma":[0.9981914,0.0009450602,0.0005076004,0.000006680853,0.00001712018,0.000007803127,0.000004060177,0.000005117804,0.0003151681],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4929274,"threshold_uncertainty_score":0.1899642,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02398602429151342,"score_gpt":0.2597105402488011,"score_spread":0.2357245159572877,"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."}}