{"id":"W2008535496","doi":"10.1016/j.soildyn.2006.01.015","title":"Dynamics of nonlinear porous media with applications to soil liquefaction","year":2006,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biot number; Liquefaction; Centrifuge; Attenuation; Nonlinear system; Pore water pressure; Geotechnical engineering; Soil liquefaction; Porous medium; Geology; Soil water; Porosity; Mechanics; Soil science; Physics","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0002360001,0.0004611058,0.0003813274,0.0006696723,0.0005180412,0.001052065,0.0004384389,0.000924468,0.002149215],"category_scores_gemma":[0.001763079,0.0001989409,0.0002658792,0.0005859796,0.001631601,0.001152973,0.001283376,0.0006747963,0.0001517455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004311617,"about_ca_system_score_gemma":0.0004126968,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005260233,"about_ca_topic_score_gemma":0.003314328,"domain_scores_codex":[0.9999278,0.00002055572,0.000003374144,0.00001131585,0.00002297917,0.00001406296],"domain_scores_gemma":[0.9994419,0.0002707386,0.00009917529,0.00002197304,0.00009742322,0.00006875013],"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":[0.00008780726,0.00007677318,0.001783054,0.000157842,0.00002087896,0.0003541198,0.0003475598,0.7086114,0.008887154,0.2593794,0.001753183,0.01854084],"study_design_scores_gemma":[0.000007813813,0.00001084235,0.0004020454,0.00000861452,0.000002933823,0.00005604829,0.00006166606,0.975612,0.0005066776,0.02230547,0.001013438,0.00001242821],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4523112,0.01083453,0.4609436,0.006232826,0.000964271,0.0001039947,0.0004235872,0.00034358,0.06784242],"genre_scores_gemma":[0.9709623,0.002753779,0.01023109,0.0001360851,0.0002281804,0.00003754927,0.00006232567,0.00004748483,0.01554107],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005260233,"threshold_uncertainty_score":0.01045924,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00289852547738222,"score_gpt":0.1666379646320641,"score_spread":0.1637394391546819,"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."}}