{"id":"W2922079781","doi":"10.1680/jgeot.18.p.053","title":"Saturation and its effect on the resilient modulus of a pavement formation material","year":2019,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Engineering and Physical Sciences Research Council; University of Southampton","keywords":"Degree of saturation; Saturation (graph theory); Geotechnical engineering; Suction; Water content; Stiffness; Materials science; Modulus; Triaxial shear test; Cylinder; Composite material; Soil water; Soil science; Geology; Mathematics; Thermodynamics; Geometry; Physics","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":[0.000138779,0.00008709807,0.00009399021,0.00004173737,0.00001917784,0.00001415546,0.0000575827,0.0000820814,0.00001773456],"category_scores_gemma":[0.00001285936,0.00005791217,0.00002183692,0.00005543231,0.000006581043,0.00004799334,0.00001521358,0.0001070971,0.000005213971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000284831,"about_ca_system_score_gemma":0.000001730001,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000364085,"about_ca_topic_score_gemma":8.151199e-7,"domain_scores_codex":[0.999604,0.00001871172,0.000120132,0.00006957769,0.00009669392,0.00009086421],"domain_scores_gemma":[0.999779,0.00003439418,0.00001984517,0.0001403327,0.00001040554,0.00001595047],"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":[0.0000307494,0.000006524304,0.000005098076,0.00031406,0.00001551666,5.369358e-7,0.00008579823,0.0608498,0.9118383,0.02239062,0.0003988752,0.004064142],"study_design_scores_gemma":[0.0001181474,0.0002537284,0.0006478759,0.00006911455,0.0000050402,0.00000454533,0.000004397976,0.06759346,0.9295689,0.0009141414,0.0007294343,0.00009120692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9881406,0.00002669923,0.01034656,0.00009838469,0.0001769909,0.0004737393,0.000005426984,0.0002279092,0.0005036987],"genre_scores_gemma":[0.999722,0.0000173674,0.0001416004,0.00001897747,0.00001926261,0.00003900841,0.000005359831,0.00001010406,0.00002629099],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02147648,"threshold_uncertainty_score":0.236159,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003535413605183033,"score_gpt":0.1801583588512792,"score_spread":0.1766229452460961,"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."}}