{"id":"W2312545287","doi":"10.1139/t2012-059","title":"Effect of pressurized grouting on pullout resistance and group efficiency of compression ground anchor","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Grout; Geotechnical engineering; Penetration test; Compression (physics); Engineering; Penetration (warfare); Structural engineering; Materials science; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001225891,0.0001795756,0.0003893149,0.0001981174,0.0001347372,0.00001901848,0.0002251395,0.0002276324,0.00001912517],"category_scores_gemma":[0.0002919102,0.0001557406,0.00008976342,0.0001538675,0.0001091022,0.0001128436,0.00002854343,0.0005751768,0.000001759149],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001153222,"about_ca_system_score_gemma":0.00003212343,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006204414,"about_ca_topic_score_gemma":0.0004844941,"domain_scores_codex":[0.9985333,0.0001533946,0.0004278804,0.0001270346,0.0002045412,0.0005538618],"domain_scores_gemma":[0.9988227,0.0002713762,0.0001403495,0.0002036433,0.00004308971,0.0005188006],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.003650833,0.001245844,0.05643537,0.01078218,0.001631363,0.0008248966,0.01105208,0.05441006,0.3942597,0.1731639,0.01511335,0.2774304],"study_design_scores_gemma":[0.03318877,0.01310227,0.2544278,0.01509733,0.002146484,0.003393938,0.001513612,0.4498167,0.1584425,0.01270792,0.0483452,0.007817513],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9913339,0.002365564,0.00431877,0.0000390446,0.0005733039,0.0001849456,0.00001323791,0.00004880856,0.001122431],"genre_scores_gemma":[0.9994646,0.00007432218,0.0002299186,0.00002495785,0.0001520712,0.000003652036,0.00000201374,0.00002611804,0.00002230108],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3954067,"threshold_uncertainty_score":0.6350916,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006522351370918231,"score_gpt":0.2131714713198121,"score_spread":0.2066491199488938,"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."}}