{"id":"W1879068427","doi":"10.1139/t2012-042","title":"Estimation of ground settlement beneath foundations due to shrinkage of clayey soils","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geohazard; Geotechnical engineering; Settlement (finance); Foundation (evidence); Shrinkage; Expansive clay; Geology; Suction; Soil water; Stiffness; Engineering; Landslide; Soil science; Structural engineering; Materials science; Geography","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":[0.0003342009,0.0002965271,0.0002442813,0.001021448,0.0002177831,0.0003106238,0.0002486449,0.0002846403,0.0005270407],"category_scores_gemma":[0.001099127,0.0002175643,0.000237242,0.0004766973,0.0003124785,0.0002640497,0.0004927797,0.0001634436,0.000116664],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003667517,"about_ca_system_score_gemma":0.0002357613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007914073,"about_ca_topic_score_gemma":0.01280147,"domain_scores_codex":[0.9998659,0.00002021687,0.000007026736,0.00002109562,0.00005475186,0.00003106548],"domain_scores_gemma":[0.9995031,0.000213766,0.0001237399,0.00003909581,0.00007238197,0.0000478516],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005963325,0.0001089266,0.5559643,0.0001139369,0.00009049233,0.001340685,0.0004810203,0.3193522,0.06847339,0.0005940921,0.000172071,0.05271266],"study_design_scores_gemma":[0.0000120348,0.0002596242,0.5503991,0.000009820146,0.00003656433,0.0003113695,0.000271009,0.4376214,0.01063628,0.0002665268,0.0001415681,0.00003472048],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969207,0.00001646238,0.002753199,0.000002164024,8.015288e-7,0.000003990459,0.00003954716,0.00002391405,0.0002390678],"genre_scores_gemma":[0.9994141,0.00001071512,0.0004817862,3.260208e-7,4.457247e-7,0.000001029026,0.00003323397,0.000001383071,0.00005700205],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007914073,"threshold_uncertainty_score":0.01573598,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01165624297607449,"score_gpt":0.2424139352328548,"score_spread":0.2307576922567803,"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."}}