{"id":"W2071123005","doi":"10.1520/gtj11046j","title":"An Electrokinetic Testing Apparatus for Undisturbed/Remoulded Soils under In-Situ Stress Conditions","year":2000,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Electrokinetic phenomena; Geotechnical engineering; Pore water pressure; Stress (linguistics); Geology; Soil test; Materials science; Soil water; Cementation (geology); Composite material; Soil science","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006180306,0.0004456118,0.0004232274,0.000594071,0.000394532,0.000323426,0.0007663863,0.0004223003,0.001278129],"category_scores_gemma":[0.001037391,0.0002708983,0.0002022002,0.0002559357,0.000455276,0.0005883774,0.0003909921,0.0004168435,0.0003825723],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002425555,"about_ca_system_score_gemma":0.000436386,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002829212,"about_ca_topic_score_gemma":0.0005906356,"domain_scores_codex":[0.9995379,0.00007462341,0.00005185395,0.00008443418,0.0002177434,0.0000334626],"domain_scores_gemma":[0.9988804,0.0004300874,0.0001734793,0.0001786059,0.0002658759,0.00007147394],"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":[0.00003431687,0.00002205407,0.0003721691,0.00003931556,0.000003345544,0.00002801681,0.00003023636,0.0001043608,0.9959782,0.00006449483,0.00002850571,0.003295038],"study_design_scores_gemma":[0.00002088513,0.0005020391,0.004141315,0.000007407771,0.00001493745,0.0001723843,0.00003614347,0.001940574,0.9910261,0.00007985102,0.00204498,0.00001342928],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.8602245,0.0003535768,0.1369069,0.0001038258,0.00009391105,0.0004250637,0.0005116362,0.0006765298,0.0007040327],"genre_scores_gemma":[0.8873235,0.0004670584,0.1083687,0.00007204482,0.00003591146,0.000649531,0.0005078591,0.00008940038,0.002485926],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.001278129,"threshold_uncertainty_score":0.004275799,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02456321499300228,"score_gpt":0.283548275093155,"score_spread":0.2589850601001527,"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."}}