{"id":"W4311890330","doi":"10.48084/etasr.5362","title":"Effectiveness of EPS Bead Size and Cement Proportions on the Strength and Deformation of Light-Weighted Soil","year":2022,"lang":"en","type":"article","venue":"Engineering Technology & Applied Science Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"Powertech Labs (Canada)","funders":"","keywords":"Bead; Materials science; Cement; Composite material; Brittleness; Deformation (meteorology); Compressive strength; Context (archaeology); Geology","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":[0.002008551,0.00009943482,0.0001493192,0.0005683385,0.0002468298,0.00001092045,0.0003012387,0.0000585592,0.00001244748],"category_scores_gemma":[0.0002713091,0.000081649,0.00001374212,0.0020345,0.0003084923,0.00004873772,0.000250317,0.0005112781,6.181909e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001453917,"about_ca_system_score_gemma":0.00003762935,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003889795,"about_ca_topic_score_gemma":5.197024e-7,"domain_scores_codex":[0.9987971,0.00001779168,0.0002015993,0.0001950719,0.0004925322,0.0002959268],"domain_scores_gemma":[0.9992114,0.0003535482,0.00002623971,0.0002874227,0.00007884559,0.00004258605],"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":[0.00001159832,0.00005404737,0.00004542344,0.0003083507,0.00001628672,5.99487e-7,0.0001960723,0.3021376,0.605499,0.08890444,0.00001416902,0.002812453],"study_design_scores_gemma":[0.0002897445,0.0003023633,0.003979195,0.00009808593,0.000007702546,0.000008255135,0.0006176054,0.488122,0.5036619,0.002474887,0.0002505504,0.0001877348],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9965749,0.00006632141,0.002370287,0.0001306111,0.00003654393,0.0004127359,0.00001613997,0.0002281767,0.0001643207],"genre_scores_gemma":[0.9992886,0.00002544148,0.0003284116,5.621082e-7,0.000003210287,0.0003347934,0.000002827987,0.00001294799,0.000003244859],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1859844,"threshold_uncertainty_score":0.3329549,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01090050376020219,"score_gpt":0.2467703610940644,"score_spread":0.2358698573338622,"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."}}