{"id":"W2139806370","doi":"10.1139/t06-040","title":"Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":271,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Direct shear test; Geology; Shear (geology); Shear strength (soil); Shear stress; Cementation (geology); Materials science; Soil water; Composite material; Soil science","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":[0.0009732799,0.0003755014,0.0004009265,0.0004389759,0.0003510552,0.000399984,0.000258338,0.0002948137,0.0009492687],"category_scores_gemma":[0.002545341,0.0003224488,0.000218833,0.0007113388,0.0007535958,0.0002601884,0.0004376714,0.0004052086,0.0001601063],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003999033,"about_ca_system_score_gemma":0.0003137014,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003484709,"about_ca_topic_score_gemma":0.009552959,"domain_scores_codex":[0.9988062,0.0001623662,0.0001389978,0.0002133224,0.0005885107,0.00009059002],"domain_scores_gemma":[0.9978991,0.0007089885,0.0005189326,0.0002940612,0.0004554165,0.0001236184],"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":[0.001010027,0.00008366299,0.03614008,0.0001249508,0.00005867617,0.0001725808,0.0005109517,0.001279709,0.9506825,0.00004910935,0.00004251706,0.009845298],"study_design_scores_gemma":[0.00002154391,0.001576407,0.1568468,0.00001456201,0.00006455156,0.0003299259,0.0002338089,0.001912612,0.8378175,0.0000399755,0.001118276,0.00002392959],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997689,0.000232506,0.001726036,0.000006743284,0.00000623395,0.00001586711,0.0001057967,0.00002041149,0.000197436],"genre_scores_gemma":[0.9975198,0.0001329334,0.001840358,0.00001588769,0.00000275538,0.00001761435,0.0002256825,0.00001692819,0.0002280309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003484709,"threshold_uncertainty_score":0.006928802,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004114578062826875,"score_gpt":0.1733592697340943,"score_spread":0.1692446916712675,"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."}}