{"id":"W2129276595","doi":"10.1139/cgj-2014-0073","title":"Lime pile techniques for the improvement of clay soils","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lime; Geotechnical engineering; Atterberg limits; Soil water; Soil stabilization; Compaction; Materials science; Subgrade; Pozzolan; Environmental science; Composite material; Geology; Water content; Cement; Soil science; Metallurgy; Portland cement","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":[0.0004002578,0.0001087977,0.0001467274,0.0001050106,0.000129361,0.00004258189,0.0003043074,0.000153111,0.00004799186],"category_scores_gemma":[0.00008212703,0.00007586306,0.000114048,0.0001110935,0.00005202492,0.00005050904,0.00001015303,0.0004143574,0.000004779168],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001249485,"about_ca_system_score_gemma":0.0001084184,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00117246,"about_ca_topic_score_gemma":0.001371751,"domain_scores_codex":[0.9991928,0.000009821483,0.0002635197,0.00007887354,0.0001075861,0.0003473864],"domain_scores_gemma":[0.9992727,0.0001124156,0.00004109448,0.000203916,0.00008205327,0.0002878245],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001969029,0.00001803472,0.00003174043,0.00005636288,0.0001456034,0.000008689387,0.00005990103,0.02110327,0.02818944,0.00175284,0.1024845,0.84613],"study_design_scores_gemma":[0.0004817873,0.0004534336,0.0006040865,0.0001161281,0.00007862945,0.0001223065,0.00004586015,0.1804225,0.05809348,0.003873095,0.755342,0.0003667086],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1092933,0.005021645,0.8385639,0.01633805,0.005320571,0.003055299,0.0003177033,0.00151376,0.02057577],"genre_scores_gemma":[0.9979869,0.0001135309,0.0008903422,0.0004216194,0.0004446004,0.00003087938,0.000002466391,0.00002691186,0.00008281149],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8886936,"threshold_uncertainty_score":0.3093606,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007999699807261661,"score_gpt":0.2019092564309302,"score_spread":0.1939095566236685,"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."}}