{"id":"W1967688649","doi":"10.1139/t03-096","title":"Swelling pressures of compacted bentonites from diffuse double layer theory","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":216,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Bundesministerium für Bildung und Forschung","keywords":"Swelling; Bentonite; Expansive clay; Compaction; Geotechnical engineering; Swelling capacity; Compressibility; Radioactive waste; Materials science; Composite material; Soil water; Mineralogy; Thermodynamics; Chemistry; Geology; Soil science; Nuclear chemistry","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":[0.0001290796,0.0001453125,0.0002091149,0.0001845316,0.00009387716,0.00006669083,0.000272213,0.0002005359,0.0002413028],"category_scores_gemma":[0.00002802782,0.0001295402,0.00009510912,0.0001824184,0.0000584392,0.0001147612,0.00001020635,0.0007003997,0.0000191998],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001575194,"about_ca_system_score_gemma":0.0001561674,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01157446,"about_ca_topic_score_gemma":0.004670818,"domain_scores_codex":[0.9990717,0.00001972802,0.0002817201,0.0001019243,0.0001565163,0.000368377],"domain_scores_gemma":[0.9990907,0.00006431145,0.00004247829,0.0001826454,0.0000649771,0.000554914],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00006772488,0.00004986548,0.0004568881,0.00001846143,0.0002585777,0.0002050775,0.000330897,0.9692397,0.02173939,0.002499494,0.0009742798,0.004159609],"study_design_scores_gemma":[0.02975662,0.0005927339,0.1069209,0.003079313,0.001187476,0.001345454,0.001365897,0.1389293,0.3249301,0.1749838,0.2120633,0.004845089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9855227,0.003083399,0.00874895,0.0002457667,0.0005067838,0.00010676,0.00008052938,0.0001778294,0.001527242],"genre_scores_gemma":[0.9990759,0.0001420721,0.0004044637,0.00008717411,0.0002105835,0.000001696468,0.00001823942,0.00002935533,0.00003048279],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8303104,"threshold_uncertainty_score":0.9950076,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01364370921725189,"score_gpt":0.2071876345019908,"score_spread":0.1935439252847389,"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."}}