{"id":"W3204231620","doi":"10.1139/cgj-2020-0505","title":"Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Earthquake shaking table; Liquefaction; Pile; Settlement (finance); Centrifuge; Reinforcement; Bending moment; Geology; Displacement (psychology); Engineering; Structural engineering","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":[0.0006500542,0.0001888732,0.0003153312,0.0002907468,0.00009724864,0.00007463095,0.0002048257,0.0002237537,0.0000977895],"category_scores_gemma":[0.0003546899,0.0001991054,0.00006164423,0.0007914505,0.00004197688,0.0001396959,0.00002953582,0.000761583,0.000002650715],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007447553,"about_ca_system_score_gemma":0.0005669698,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003074284,"about_ca_topic_score_gemma":0.0126449,"domain_scores_codex":[0.998414,0.00006526581,0.000490508,0.0002070514,0.0002033718,0.0006197592],"domain_scores_gemma":[0.9989305,0.0001261946,0.00006046876,0.0002751716,0.0001421942,0.0004654594],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003830333,0.00002308782,0.0002295807,0.00004672771,0.00001919622,0.0001577444,0.00006019423,0.9839627,0.01427509,0.00003362769,0.0001177639,0.001035946],"study_design_scores_gemma":[0.0008110623,0.0001859516,0.005572263,0.0003783745,0.00002227632,0.0004052229,0.0001211132,0.9842328,0.002945775,0.0001634558,0.004815777,0.0003458865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8862185,0.0009459117,0.1114411,0.0003888645,0.000224643,0.0002511327,0.00002185215,0.0001936044,0.0003143913],"genre_scores_gemma":[0.998257,0.00007033346,0.001426482,0.00007632834,0.0000455452,0.00001799166,0.000008869923,0.00004962121,0.00004785625],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1120385,"threshold_uncertainty_score":0.8119282,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005616915583389582,"score_gpt":0.1856185315034152,"score_spread":0.1800016159200256,"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."}}