{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001553881,0.0001554508,0.0001019629,0.0004050495,0.0001457583,0.0002464339,0.0001891342,0.0001889772,0.001715264],"category_scores_gemma":[0.0004193006,0.00008277028,0.0001499934,0.0002330996,0.0002297364,0.0001928359,0.0001706588,0.0001580309,0.0001405085],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002816965,"about_ca_system_score_gemma":0.0002598267,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002744561,"about_ca_topic_score_gemma":0.005718091,"domain_scores_codex":[0.9999006,0.00001513917,0.000004062586,0.00001122641,0.00004711498,0.00002187476],"domain_scores_gemma":[0.9998059,0.00004598499,0.00003007646,0.00001250283,0.00007189294,0.00003370538],"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":[0.001036947,0.0001155628,0.008698113,0.0001251416,0.00002525635,0.0002932056,0.00009675544,0.01996953,0.9599894,0.0009078686,0.0001813769,0.008560743],"study_design_scores_gemma":[0.00003021389,0.0006693152,0.03247437,0.00001472999,0.00005805868,0.0002016311,0.0003088384,0.02689333,0.9376863,0.0002653074,0.001375121,0.00002290302],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998123,0.00008749512,0.0002826428,0.000008538548,0.000003191496,0.000003526776,0.00006952793,0.000005523405,0.001416501],"genre_scores_gemma":[0.9994266,0.00003568139,0.0001106926,0.000001689798,4.43794e-7,9.842047e-7,0.00002607657,0.000001615419,0.0003963215],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002744561,"threshold_uncertainty_score":0.005738139,"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."}}