{"id":"W1986072732","doi":"10.1139/t00-076","title":"Compressibility and hydraulic conductivity of a chemically treated expansive clay","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":181,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lime; Fly ash; Hydraulic conductivity; Expansive clay; Compressibility; Oedometer test; Geotechnical engineering; Cementation (geology); Soil water; Pozzolan; Pozzolanic reaction; Cement; Geology; Materials science; Mineralogy; Soil science; Metallurgy; Composite material; Engineering; Portland cement","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001237139,0.0001312536,0.0002352707,0.0001137688,0.00006423115,0.00002752517,0.0001359842,0.0002095024,0.00009440151],"category_scores_gemma":[0.00007287336,0.0001185162,0.00006044707,0.0002041782,0.000130791,0.0001055886,0.00001146611,0.0005866213,0.00000347032],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001440044,"about_ca_system_score_gemma":0.0001027858,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003231189,"about_ca_topic_score_gemma":0.001833232,"domain_scores_codex":[0.9991707,0.00002711105,0.0002527824,0.0001285545,0.0001047609,0.00031605],"domain_scores_gemma":[0.9990464,0.00004651253,0.00003595481,0.0001648131,0.00008703136,0.0006192424],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002881124,0.0002310747,0.02482883,0.0002032174,0.0007136257,0.002572126,0.0009726319,0.05653211,0.677244,0.0003782061,0.02341338,0.2126227],"study_design_scores_gemma":[0.008084504,0.0007463244,0.3283732,0.0008008288,0.0004118243,0.01485888,0.0004913602,0.3580965,0.1682845,0.00765207,0.1090723,0.003127737],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973297,0.0004373706,0.0004227872,0.0002582743,0.00008784587,0.000074465,0.00001652482,0.00006857765,0.001304484],"genre_scores_gemma":[0.999531,0.0001443817,0.0001032933,0.0000996437,0.00007410201,0.000002490863,0.000003587946,0.00001518526,0.00002632336],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5089595,"threshold_uncertainty_score":0.4884613,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01243064535883807,"score_gpt":0.2089190529789365,"score_spread":0.1964884076200985,"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."}}