{"id":"W4283372122","doi":"10.1007/s13369-021-06453-2","title":"Impacts of Nano-silica on Physical Properties and Shear Strength of Clayey Soil","year":2022,"lang":"en","type":"article","venue":"Arabian Journal for Science and Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Cohesion (chemistry); Soil water; Materials science; Atterberg limits; Permeability (electromagnetism); Overburden pressure; Compaction; Soil test; Water content; Direct shear test; Scanning electron microscope; Geotechnical engineering; Composite material; Soil science; Environmental science; Chemistry; Shear (geology); 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001559108,0.0001890102,0.0002076236,0.0003349044,0.0003369476,0.0005211488,0.0002042452,0.0004144409,0.001959844],"category_scores_gemma":[0.0004482718,0.0001694445,0.0002793094,0.0001783587,0.000408014,0.000381523,0.0002917476,0.0002926072,0.0001792225],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004774746,"about_ca_system_score_gemma":0.0004023243,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00605965,"about_ca_topic_score_gemma":0.009777405,"domain_scores_codex":[0.9998664,0.000009431888,0.000009444031,0.00002796533,0.00004129903,0.00004552457],"domain_scores_gemma":[0.9996068,0.0001050576,0.0000700692,0.00001457818,0.0001142601,0.00008919781],"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":[0.0009587369,0.0001793124,0.03765032,0.0002143534,0.00009188898,0.0004650112,0.0001348919,0.004930765,0.9490329,0.0003204771,0.0001779813,0.005843385],"study_design_scores_gemma":[0.000054315,0.000803544,0.3727266,0.00003351919,0.0001687643,0.0002172644,0.001034059,0.01582287,0.6063144,0.0005397011,0.002237327,0.00004766082],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992176,0.0001194261,0.00006482324,0.00002043498,0.00000440759,0.000002400095,0.00004425931,0.000004949139,0.0005216299],"genre_scores_gemma":[0.9995973,0.00005261497,0.0000356538,0.0000128939,0.000001596832,0.000001261568,0.00002623974,0.000002186385,0.0002704101],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00605965,"threshold_uncertainty_score":0.01204872,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01625491973838967,"score_gpt":0.216967893447154,"score_spread":0.2007129737087643,"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."}}