{"id":"W1967819118","doi":"10.1016/j.coldregions.2009.03.012","title":"Sliding resistance of grounded ice on clay in a laboratory: Potential implications for offshore design","year":2009,"lang":"en","type":"article","venue":"Cold Regions Science and Technology","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Rubble; Geotechnical engineering; Geology; Submarine pipeline; Consolidation (business); Ice wedge; Shear stress; Sea ice; Dilatant; Materials science; Composite material; Oceanography; Permafrost","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002631138,0.0000763965,0.0001254786,0.0004325793,0.00009487963,0.00001213828,0.0002417892,0.000129292,1.316782e-7],"category_scores_gemma":[0.0001913447,0.00007759097,0.00001313631,0.00171782,0.0001277119,0.00006481646,0.00001485147,0.0001268521,3.456232e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005891783,"about_ca_system_score_gemma":0.00005608147,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":5.283615e-7,"about_ca_topic_score_gemma":0.000003986685,"domain_scores_codex":[0.9993848,0.000004136274,0.0001332056,0.000181521,0.00007397076,0.0002223354],"domain_scores_gemma":[0.9995357,0.00003804181,0.00002219694,0.0002541728,0.0001136582,0.0000361719],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000005070445,0.00002521149,0.000003433012,0.00001541718,0.000002012272,0.000001182817,0.00001775535,0.00809425,0.2600727,0.7295992,0.00029097,0.001872823],"study_design_scores_gemma":[0.001763144,0.001145276,0.002748314,0.0004635085,0.00004506278,0.00002627325,0.0003697177,0.3068689,0.4408496,0.2342471,0.01052074,0.0009523814],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3165655,0.001123733,0.6627346,0.01598871,0.000276498,0.00121687,0.00002192494,0.001315447,0.0007567802],"genre_scores_gemma":[0.9950982,0.00008245298,0.004717771,0.00002783072,0.000006417281,0.00004790495,3.188288e-7,0.000006058106,0.00001301529],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6785328,"threshold_uncertainty_score":0.3164068,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01563673762770518,"score_gpt":0.2317928886291562,"score_spread":0.216156151001451,"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."}}