{"id":"W2105234402","doi":"10.1016/j.conbuildmat.2013.05.026","title":"Properties of microfine cement grouts at 4 °C, 10 °C and 20 °C","year":2013,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"ca_institutions":"McGill University; Hydro-Québec","funders":"","keywords":"Materials science; Rheology; Composite material; Compressive strength; Cement; Portland cement; Young's modulus; Elasticity (physics); Elastic modulus; Shrinkage","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":[0.00008696553,0.00009875571,0.0001777516,0.00004827736,0.00005609387,0.00003604195,0.00003087841,0.00006603829,0.000315199],"category_scores_gemma":[0.00001288868,0.00008484883,0.00001119599,0.00002553127,0.00010046,0.00007499004,0.00004974964,0.0000238292,0.000008894753],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001520666,"about_ca_system_score_gemma":0.000003107235,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002534092,"about_ca_topic_score_gemma":0.000001866521,"domain_scores_codex":[0.9995009,0.00001820119,0.0002077212,0.0001069268,0.00004182912,0.0001244346],"domain_scores_gemma":[0.9998062,0.000006523863,0.00004671424,0.00007137682,0.00003195855,0.00003722341],"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":[0.000006668477,0.000002343387,0.0004008766,0.000161967,0.00001612523,1.864021e-7,0.0001125771,0.000004856398,0.9950945,0.001904739,0.0001535415,0.002141635],"study_design_scores_gemma":[0.0002662742,0.00002000571,0.0004805854,0.00005692935,0.00001326313,0.000057921,0.0001438836,0.0002220624,0.9975452,0.0004372183,0.0006529551,0.0001036422],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982873,0.0003742097,0.0002307696,0.00003449707,0.0006702991,0.000127333,0.000006077741,0.00007348323,0.0001960153],"genre_scores_gemma":[0.9979795,0.0001681661,0.001650147,0.00001297434,0.00004806253,0.00001198581,0.00000267343,0.00001112989,0.0001153107],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002450776,"threshold_uncertainty_score":0.3460035,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009093551077339005,"score_gpt":0.1705272109843079,"score_spread":0.1614336599069689,"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."}}