{"id":"W2051290467","doi":"10.1139/cgj-2014-0249","title":"Shear behaviour of sandy silt treated with lignosulfonate","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Department of Transport and Main Roads, Queensland Government; Australian Research Council","keywords":"Geotechnical engineering; Silt; Subgrade; Lime; Soil water; Triaxial shear test; Levee; Pore water pressure; Soil stabilization; Gypsum; Environmental science; Asphalt; Shear (geology); Geology; Materials science; Composite material; Soil science; Metallurgy","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002293138,0.0004026213,0.0002777353,0.000390508,0.0002362597,0.0002948832,0.0001554035,0.0003779666,0.002046423],"category_scores_gemma":[0.0003098037,0.0002136171,0.0002466149,0.0003688415,0.0003157182,0.0002003838,0.0001343312,0.0004137779,0.0002777398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002858205,"about_ca_system_score_gemma":0.000247364,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005136401,"about_ca_topic_score_gemma":0.009447291,"domain_scores_codex":[0.9998056,0.00002020619,0.00002023621,0.00003246939,0.00007886109,0.00004260669],"domain_scores_gemma":[0.9996514,0.0000608806,0.00009927301,0.00001749927,0.0001071283,0.00006373591],"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":[0.0002645962,0.00003617582,0.001444727,0.00003421757,0.00001290964,0.0001061851,0.0001650609,0.0004717686,0.9961879,0.00002593467,0.00003072361,0.0012199],"study_design_scores_gemma":[0.00001400701,0.001273406,0.0381541,0.00001273501,0.00003057931,0.00007286003,0.0003617962,0.002367508,0.9569101,0.0000231067,0.0007613891,0.00001843737],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991273,0.00009397691,0.0001370566,0.00001083867,0.000005868892,0.000005793629,0.0001122224,0.000007160839,0.000499813],"genre_scores_gemma":[0.9973398,0.0001630416,0.0003032499,0.00002130127,0.000003573808,0.000007976894,0.0002338264,0.000007869718,0.001919452],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005136401,"threshold_uncertainty_score":0.01021302,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005072889421986121,"score_gpt":0.1726622665736496,"score_spread":0.1675893771516635,"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."}}