{"id":"W2795016737","doi":"","title":"Shear strength of rock-concrete interfaces from direct shear tests: The influence of free spacing between encapsulating material","year":2015,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Direct shear test; Shear (geology); Materials science; Geotechnical engineering; Triaxial shear test; Shear stress; Shear strength (soil); Geology; Structural engineering; Composite material; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.001008648,0.001167749,0.0006018494,0.001778122,0.0004482197,0.0008223668,0.0008630369,0.0009443284,0.005615115],"category_scores_gemma":[0.0021893,0.000614953,0.0004666094,0.001034958,0.0008022754,0.0006914219,0.0008558632,0.00112419,0.0013358],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002789632,"about_ca_system_score_gemma":0.0005873725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002402918,"about_ca_topic_score_gemma":0.00734871,"domain_scores_codex":[0.9989995,0.00007265012,0.000112541,0.0001957704,0.0004724158,0.0001471148],"domain_scores_gemma":[0.9973213,0.0007489223,0.0003712774,0.0002769803,0.0009937641,0.0002876955],"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":[0.001057555,0.0001382952,0.007941818,0.0001926934,0.00003791605,0.0002255662,0.0003638849,0.00414448,0.9748674,0.0002115522,0.0003336232,0.01048537],"study_design_scores_gemma":[0.00002968718,0.00051448,0.03524947,0.00003281073,0.00007782609,0.000160741,0.0002658125,0.00625831,0.956458,0.0001497658,0.0007647981,0.00003827964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9918698,0.000450207,0.003818576,0.00002101874,0.00003312669,0.00001867705,0.0009926736,0.0001317977,0.002664225],"genre_scores_gemma":[0.9977452,0.0001035529,0.000767906,0.00001281775,0.000004173562,0.00001003165,0.0005096931,0.00003624969,0.0008102834],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005615115,"threshold_uncertainty_score":0.0187844,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009820069384531446,"score_gpt":0.2065257887982789,"score_spread":0.1967057194137474,"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."}}