{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002515192,0.0002972766,0.0001915827,0.0003979804,0.0001406875,0.0001967786,0.0001670349,0.0001287702,0.000786046],"category_scores_gemma":[0.0003328072,0.0001543039,0.0001145279,0.0003667286,0.0003225254,0.0001727443,0.0001628561,0.000127146,0.0001030931],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004063187,"about_ca_system_score_gemma":0.0002584407,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01429179,"about_ca_topic_score_gemma":0.03765904,"domain_scores_codex":[0.9998713,0.00001144964,0.00001509489,0.00002411427,0.00005200106,0.0000260726],"domain_scores_gemma":[0.9994633,0.00007206198,0.0001694634,0.00004104629,0.0001914312,0.00006280576],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005173925,0.00003681808,0.04148881,0.0001461997,0.00004184336,0.0003821076,0.0003842431,0.001933156,0.948773,0.00002372222,0.00003868003,0.006233899],"study_design_scores_gemma":[0.0000118481,0.0009888696,0.4356173,0.00001376311,0.00005779673,0.0002767407,0.0003447914,0.002320511,0.5595744,0.00001041034,0.0007573304,0.00002627436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997986,0.00004213901,0.00003258522,0.000001283055,5.072799e-7,0.000001372711,0.00003811752,0.000001903912,0.00008349057],"genre_scores_gemma":[0.999411,0.00006136797,0.00009392141,0.000003761194,6.420386e-7,0.00000212261,0.00009301063,0.000001847826,0.000332432],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01429179,"threshold_uncertainty_score":0.02841723,"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."}}