{"id":"W2133775020","doi":"10.1139/t00-054","title":"Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":117,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hong Kong Polytechnic University; Hong Kong Government; Government of Jiangxi Province; University Grants Committee","keywords":"Geotechnical engineering; Strain rate; Pore water pressure; Triaxial shear test; Stress path; Shear strength (soil); Shear (geology); Shear modulus; Shear stress; Geology; Overburden pressure; Materials science; Composite material; Soil water","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":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004733544,0.0003355363,0.0004343991,0.0003188078,0.0001192422,0.000087922,0.0005583224,0.0004995113,0.002980676],"category_scores_gemma":[0.00008501798,0.0003535415,0.0002022271,0.0003533743,0.00007527523,0.0001484645,0.00003248933,0.001537515,0.0000610866],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003514207,"about_ca_system_score_gemma":0.0002478498,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001817012,"about_ca_topic_score_gemma":0.00257517,"domain_scores_codex":[0.9977683,0.00005004361,0.0007231128,0.000248376,0.0003304993,0.0008796584],"domain_scores_gemma":[0.9981661,0.00005347766,0.00006054323,0.0004361186,0.0000884931,0.001195286],"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":[0.00001384412,0.00007383702,0.0001288022,0.00006071367,0.00008623476,0.00101805,0.00003486728,0.86694,0.01718654,0.0004698478,0.0006603387,0.1133269],"study_design_scores_gemma":[0.006546933,0.001319678,0.1139382,0.001384659,0.0008488117,0.006369972,0.0003908514,0.7733948,0.03039457,0.004626055,0.05503025,0.005755195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.985859,0.0003486551,0.004827661,0.0004140116,0.0008534218,0.0005183953,0.002446185,0.0008612362,0.003871376],"genre_scores_gemma":[0.998709,0.0002507823,0.0003822944,0.00007594932,0.0001599235,0.00001385375,0.00006172094,0.00008412047,0.0002623757],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1138094,"threshold_uncertainty_score":0.9998916,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008068748758137928,"score_gpt":0.1976874407328941,"score_spread":0.1896186919747562,"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."}}