{"id":"W2132603441","doi":"10.1139/t00-001","title":"Model tests on single piles in soft clay","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Nanyang Technological University","keywords":"Pile; Geotechnical engineering; Lateral earth pressure; Clay soil; Limiting; Foundation (evidence); Shear strength (soil); Geology; Pore water pressure; Shear (geology); Soil water; Engineering; 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":[0.0004156798,0.0009749974,0.0006964563,0.000601926,0.0005297384,0.0003298321,0.0009597825,0.0008716978,0.004092967],"category_scores_gemma":[0.001366579,0.0004069799,0.0006578417,0.000479427,0.0005089568,0.0005595559,0.0009982483,0.000529899,0.0007849763],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003524863,"about_ca_system_score_gemma":0.0004629744,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002025258,"about_ca_topic_score_gemma":0.003711642,"domain_scores_codex":[0.9994445,0.00005620893,0.00004008782,0.0000895586,0.000236662,0.0001330527],"domain_scores_gemma":[0.9986143,0.0003572106,0.0002060746,0.0002739251,0.0002740166,0.0002743874],"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":[0.002466506,0.0007547078,0.003903935,0.000472728,0.00006776157,0.0008789993,0.0004738137,0.02693473,0.9536223,0.000237349,0.0005051707,0.009681966],"study_design_scores_gemma":[0.0003114949,0.02418545,0.03238748,0.0000752949,0.0001564433,0.001043009,0.000716822,0.04419539,0.8940794,0.0003182347,0.00241322,0.0001177551],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977173,0.00003460902,0.001437236,0.00001293079,0.00001035907,0.0000347833,0.0001749282,0.0000592861,0.0005185856],"genre_scores_gemma":[0.9975843,0.00006214678,0.001129108,0.00001322869,0.000004410237,0.00003798547,0.0002330544,0.00001717546,0.0009185229],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004092967,"threshold_uncertainty_score":0.01369232,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01367108420054701,"score_gpt":0.1911969304605957,"score_spread":0.1775258462600487,"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."}}