{"id":"W1903145330","doi":"10.1139/t2012-069","title":"Static and dynamic properties of a lightly cemented silicate-grouted sand","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Grout; Geotechnical engineering; Shearing (physics); Cohesion (chemistry); Cementation (geology); Dilatant; Liquefaction; Geology; Triaxial shear test; Materials science; Shear (geology); Composite material; Cement","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":[0.0001396996,0.0002364902,0.0001805346,0.0005154796,0.0002268705,0.0002244082,0.0001950821,0.0001957594,0.001387007],"category_scores_gemma":[0.0002694889,0.0001406618,0.0001454827,0.0002507236,0.0003996649,0.0001821506,0.0002105032,0.0001959725,0.0001703923],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001821935,"about_ca_system_score_gemma":0.0001803832,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002385921,"about_ca_topic_score_gemma":0.007277031,"domain_scores_codex":[0.999858,0.00001179057,0.00001050531,0.00002795822,0.00006403063,0.00002765812],"domain_scores_gemma":[0.9997993,0.00004910108,0.00004214531,0.00001932545,0.00004654098,0.00004359999],"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":[0.0001556253,0.00002064634,0.002077315,0.00001883453,0.000005059387,0.0000636582,0.00007073487,0.0004702419,0.9957444,0.00002873087,0.000007190036,0.00133743],"study_design_scores_gemma":[0.00001063438,0.0009191182,0.08808895,0.000007973128,0.00003242229,0.0001844994,0.0003094271,0.004675,0.9047679,0.00004240189,0.0009392675,0.00002229255],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999317,0.00004322899,0.0003535094,0.00000222787,0.000001586081,0.000004778467,0.00005530475,0.000007735488,0.0002146069],"genre_scores_gemma":[0.9989556,0.00003662831,0.0003220958,0.000005839196,9.949764e-7,0.000004486889,0.0001014678,0.00000406776,0.0005688572],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002385921,"threshold_uncertainty_score":0.004744053,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01150688700109654,"score_gpt":0.1931082581217089,"score_spread":0.1816013711206124,"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."}}