{"id":"W2153900698","doi":"10.1139/cgj-2014-0100","title":"Hydraulic and strength properties of unexposed and freeze–thaw exposed cement-stabilized soils","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"ca_institutions":"Dalhousie University","funders":"Iran Telecommunication Research Center","keywords":"Hydraulic conductivity; Compressive strength; Cement; Soil water; Geotechnical engineering; Materials science; Water content; Curing (chemistry); Composite material; Environmental science; Soil science; Geology","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003750436,0.0001987244,0.0003092613,0.0002157736,0.0001084058,0.00006618793,0.000158678,0.000206089,0.0000310766],"category_scores_gemma":[0.0002721557,0.0001806832,0.00005478631,0.0001702949,0.0001434752,0.000116538,0.00002768157,0.0004363667,0.000001783977],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008354081,"about_ca_system_score_gemma":0.00007089537,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001943003,"about_ca_topic_score_gemma":0.002191662,"domain_scores_codex":[0.9987691,0.00004478528,0.0004284524,0.0001727388,0.0001805796,0.0004043594],"domain_scores_gemma":[0.9989812,0.00005184556,0.00004926312,0.0002139213,0.00006634648,0.0006374015],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000501009,0.00008556461,0.0009638763,0.0007668726,0.0001925274,0.00003238282,0.000796956,0.7172008,0.161731,0.003110573,0.001135065,0.1139343],"study_design_scores_gemma":[0.002729602,0.000514046,0.009625955,0.0005209827,0.000105226,0.0002733732,0.0003436693,0.9510835,0.0143498,0.001570736,0.01788478,0.0009983601],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9889788,0.0009460131,0.008914988,0.0003422821,0.0001432717,0.0001808244,0.000012822,0.0001835047,0.0002974718],"genre_scores_gemma":[0.9992905,0.0002340177,0.0003003636,0.00005289739,0.00006157962,0.000007824135,0.000003214076,0.00003537704,0.00001419164],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2338827,"threshold_uncertainty_score":0.7368045,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01028914378772446,"score_gpt":0.1695627194568356,"score_spread":0.1592735756691112,"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."}}