{"id":"W3039631140","doi":"10.1007/s41062-020-00327-6","title":"Strength and permeability potentials of cement-modified desert sand for roads construction purpose","year":2020,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Subbase; California bearing ratio; Portland cement; Compaction; Geotechnical engineering; Compressive strength; Cement; Proctor compaction test; Permeability (electromagnetism); Cohesion (chemistry); Road construction; Crushed stone; Environmental science; Engineering; Materials science; Civil engineering; Composite material; Mathematics","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":[0.0001057368,0.0001601315,0.0002327271,0.00007607006,0.00009501592,0.00001797799,0.00007815977,0.0001298284,0.00002961687],"category_scores_gemma":[0.0003565928,0.0001599049,0.00004163522,0.0005951059,0.0001640312,0.0001208255,0.0000358775,0.000172234,3.796879e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004739049,"about_ca_system_score_gemma":0.00003117681,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005895387,"about_ca_topic_score_gemma":0.000002105684,"domain_scores_codex":[0.9991083,0.00001784701,0.000367535,0.0001909416,0.0001123938,0.0002029741],"domain_scores_gemma":[0.9993963,0.00005844573,0.00006041942,0.0001271651,0.0002868668,0.00007075596],"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":[0.00005307709,0.00003261531,0.001172734,0.0005202571,0.0001557162,3.54673e-7,0.001186417,0.776125,0.143647,0.03832624,0.0006111666,0.03816951],"study_design_scores_gemma":[0.002433721,0.0004036144,0.05179475,0.00008506332,0.0001102449,0.00001347534,0.0009409549,0.8903749,0.02869339,0.01957003,0.00478203,0.0007978567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4825471,0.00008673866,0.5159002,0.0001963096,0.0001779048,0.0003974823,0.0002086232,0.0002173514,0.000268242],"genre_scores_gemma":[0.9928311,0.00001512312,0.006936323,0.00002480424,0.00006201506,0.0000387195,0.00007095229,0.00001878403,0.0000021534],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.510284,"threshold_uncertainty_score":0.6520732,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01777839503979133,"score_gpt":0.2275281196645612,"score_spread":0.2097497246247698,"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."}}