{"id":"W3158683928","doi":"10.3390/su13095087","title":"Evaluation of the Shear Strength Behavior of TDA Mixed with Fine and Coarse Aggregates for Backfilling around Buried Structures","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Soil water; Direct shear test; Clay soil; Geotechnical engineering; Shear (geology); Shear strength (soil); Materials science; Friction angle; Soil science; Environmental science; Composite material; Geology","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0005695701,0.0006099574,0.0004485447,0.0008781441,0.0003100309,0.0004790095,0.0002563169,0.0003736246,0.0009421783],"category_scores_gemma":[0.000761089,0.0002916903,0.0004075292,0.0005614982,0.0002244915,0.0004187522,0.0003297529,0.0005135799,0.0002742668],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002755293,"about_ca_system_score_gemma":0.000252756,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001467104,"about_ca_topic_score_gemma":0.005125543,"domain_scores_codex":[0.9995545,0.00006276945,0.00004709032,0.00007499893,0.0001952281,0.00006548463],"domain_scores_gemma":[0.9994043,0.0001151828,0.000143706,0.00002566574,0.000213929,0.00009714875],"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":[0.0003060333,0.00005991986,0.003159783,0.0002007159,0.00003159839,0.00009973819,0.000101539,0.0007717346,0.9873504,0.00004749572,0.00006391638,0.007807255],"study_design_scores_gemma":[0.0000187857,0.002425162,0.03508249,0.000049006,0.0001488896,0.0002059546,0.0004776161,0.004467483,0.9541841,0.00005276141,0.002846245,0.00004157305],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970455,0.001217938,0.0009810854,0.00002622753,0.00002300788,0.00002001815,0.0001590597,0.0000230644,0.00050409],"genre_scores_gemma":[0.9960562,0.0007693633,0.002328121,0.00002330717,0.000009040726,0.00002090872,0.0001547121,0.0000183642,0.0006200784],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001467104,"threshold_uncertainty_score":0.003151894,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0117813173904368,"score_gpt":0.2422509395704451,"score_spread":0.2304696221800083,"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."}}