{"id":"W2995073657","doi":"10.1139/cgj-2019-0410","title":"Experimental measurement of monotonic and cyclic lateral resistance of risers and pipelines in Gulf of Mexico clays","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Shell","keywords":"Catenary; Trench; Geotechnical engineering; Lateral movement; Touchdown; Seabed; Stiffness; Geology; Amplitude; Consolidation (business); Pipeline transport; Structural engineering; Engineering; Materials science; Composite material","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":[0.0002024122,0.0001961105,0.0001388115,0.0003139676,0.0002746677,0.000149107,0.0002974853,0.0003143603,0.00102515],"category_scores_gemma":[0.0007012128,0.0001739958,0.0001226652,0.0001776755,0.0003853349,0.0001581899,0.0002389966,0.0002126644,0.0001222895],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002615422,"about_ca_system_score_gemma":0.0001494243,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00640808,"about_ca_topic_score_gemma":0.01401103,"domain_scores_codex":[0.9998369,0.00001691515,0.00001039902,0.00004127888,0.00005845945,0.00003612235],"domain_scores_gemma":[0.999541,0.0001098451,0.0001154148,0.0000482776,0.0001497197,0.00003564119],"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":[0.000354437,0.0001096292,0.02687252,0.00005114736,0.00001043207,0.0001497364,0.0005045303,0.001329595,0.9644337,0.00002855306,0.00004326677,0.006112318],"study_design_scores_gemma":[0.00003546044,0.00336099,0.4189622,0.00001875171,0.00003876377,0.0002642531,0.0009942941,0.01113644,0.5643357,0.00002667635,0.000804747,0.00002169475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995008,0.000009765907,0.0003133672,0.000003153013,5.528126e-7,0.00000560941,0.00003155027,0.000006747815,0.0001284247],"genre_scores_gemma":[0.9992924,0.0000143393,0.0003885628,0.000003523558,6.175824e-7,0.000006196517,0.00003900199,0.000002249548,0.000253132],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00640808,"threshold_uncertainty_score":0.01274151,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007495426005815633,"score_gpt":0.1950527090987184,"score_spread":0.1875572830929028,"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."}}