{"id":"W4395063224","doi":"10.1016/j.soildyn.2024.108641","title":"Modulus reduction and damping characteristics of geotextile-reinforced sands","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"ca_institutions":"Royal Military College of Canada","funders":"International Institute of Earthquake Engineering and Seismology","keywords":"Geotextile; Shear modulus; Damping ratio; Materials science; Geotechnical engineering; Finite element method; Stiffness; Structural engineering; Shear (geology); Modulus; Composite material; Geology; Engineering; Physics; Vibration; Acoustics","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":[0.00007886653,0.0001491023,0.0001233438,0.0004445806,0.0001238366,0.0001609294,0.0001708891,0.0001572241,0.001700944],"category_scores_gemma":[0.0004616932,0.00008492354,0.00007940587,0.0001941167,0.0001966404,0.0001555538,0.00009202969,0.0001004171,0.0002233565],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001112776,"about_ca_system_score_gemma":0.00007535348,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007699541,"about_ca_topic_score_gemma":0.0008400461,"domain_scores_codex":[0.999953,0.000006543142,0.0000019636,0.000007642984,0.00001941898,0.00001140262],"domain_scores_gemma":[0.9996718,0.0001376854,0.00007410559,0.00002026243,0.00006063598,0.00003544676],"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":[0.002190912,0.0002091514,0.02616707,0.00007242306,0.00002825793,0.0005691845,0.0004281835,0.04713458,0.896803,0.00212689,0.0003964513,0.02387387],"study_design_scores_gemma":[0.00008003769,0.001146802,0.2680424,0.00001589184,0.0000486831,0.0008233691,0.0005075093,0.419291,0.3073301,0.0009489445,0.001715427,0.00004976317],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984512,0.00002229401,0.0006202566,0.000007081978,0.0000012177,0.000001761251,0.00002817222,0.0000165371,0.0008513958],"genre_scores_gemma":[0.9994078,0.000009201781,0.00009808328,0.00000126482,9.407879e-7,0.000001030303,0.00003469068,0.000003076499,0.0004440598],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001700944,"threshold_uncertainty_score":0.005690217,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002990137001194279,"score_gpt":0.1669706725258734,"score_spread":0.1639805355246791,"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."}}