{"id":"W4404581205","doi":"10.1016/j.soildyn.2024.109104","title":"Ultimate bearing capacity of sand under lateral movement of buried pipelines","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Bearing capacity; Geotechnical engineering; Geology; Pipeline transport; Bearing (navigation); Movement (music); Lateral movement; Structural engineering; Engineering; Geography","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001091864,0.0002087576,0.0002779943,0.0001597602,0.0000205668,0.00004038599,0.00007975901,0.0001112707,0.000008959818],"category_scores_gemma":[0.00001689179,0.0002032854,0.00008197703,0.0001768197,0.00003392624,0.00008695429,0.00003307837,0.0002250618,6.976805e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003046907,"about_ca_system_score_gemma":0.000009093621,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007722064,"about_ca_topic_score_gemma":0.00001613825,"domain_scores_codex":[0.9991145,0.000003836253,0.0003289503,0.0001626943,0.0001403178,0.0002497559],"domain_scores_gemma":[0.9996581,0.0000538164,0.00001806536,0.0001557905,0.00002506116,0.00008918431],"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":[0.000002255698,0.000004658157,0.00005835517,0.0009016156,0.00008723699,0.00000269231,0.0001023928,0.969716,0.01625585,0.01023795,0.000006092808,0.002624909],"study_design_scores_gemma":[0.0001393739,0.00002388008,0.009143239,0.0002229965,0.00002426498,0.000007313657,0.0000148093,0.9854305,0.003770023,0.0009536513,0.00006696539,0.0002029663],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9112465,0.0008337938,0.08674524,0.00003003983,0.0004539385,0.00006468637,0.00003894374,0.0003343773,0.000252456],"genre_scores_gemma":[0.9981356,0.0001432022,0.001548071,0.000004453469,0.00006623871,0.000004289852,0.00001199612,0.00004506821,0.00004109537],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08688907,"threshold_uncertainty_score":0.8289739,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005334457577167209,"score_gpt":0.1821723597441557,"score_spread":0.1768379021669885,"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."}}