{"id":"W1920651010","doi":"10.1139/cgj-2012-0377","title":"Shear stiffness modeling of cemented clay","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Cementation (geology); Geotechnical engineering; Cement; Geology; Expansive clay; Bentonite; Kaolinite; Stiffness; Shear modulus; Materials science; Soil water; Composite material; Mineralogy; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000353414,0.0001333086,0.0002085465,0.0002291851,0.00007708649,0.00003066719,0.0002324219,0.0001894247,0.00007327119],"category_scores_gemma":[0.0001819892,0.0001345832,0.00008478008,0.000250923,0.00004162469,0.00007562791,0.00001293045,0.0005016871,0.00001108467],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001757325,"about_ca_system_score_gemma":0.00007509565,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008625419,"about_ca_topic_score_gemma":0.0002593138,"domain_scores_codex":[0.9989173,0.00002299274,0.0003834653,0.0001074848,0.0001883126,0.0003804742],"domain_scores_gemma":[0.9991114,0.00003034263,0.0000269121,0.0002090136,0.00009741267,0.000524905],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000001605174,0.000004687784,0.00000511822,0.00002152529,0.00001075519,0.000003088305,0.00001201846,0.9916477,0.0007927171,0.0007135022,0.0002289399,0.006558345],"study_design_scores_gemma":[0.0001933817,0.00002775164,0.0001462784,0.00005901202,0.00001182875,0.00003925738,0.000009374747,0.9929426,0.00009463175,0.0006697013,0.005657312,0.000148856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.08214907,0.0001579985,0.9151927,0.0002176402,0.0003969386,0.00009425168,0.000008377293,0.0002672315,0.001515857],"genre_scores_gemma":[0.9992909,0.00003741829,0.0004646756,0.0000435989,0.00010916,0.000003318152,0.000004958369,0.00003340344,0.0000125898],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9171418,"threshold_uncertainty_score":0.5488142,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009725364961530973,"score_gpt":0.1909491965922259,"score_spread":0.1812238316306949,"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."}}