{"id":"W2154025665","doi":"10.1139/cgj-2012-0035","title":"Use of recycled crushed concrete and Secudrain in capillary barriers for slope stabilization","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Nanyang Technological University","keywords":"Geotechnical engineering; Piezometer; Infiltration (HVAC); Crushed stone; Slope stability; Capillary action; Rainwater harvesting; Capillary pressure; Geology; Soil water; Environmental science; Materials science; Soil science; Groundwater; Aquifer; Porosity; Composite material; Porous medium","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":[0.0001357962,0.00009458254,0.0001623215,0.000201782,0.00004892133,0.00005742248,0.00007696314,0.0001751678,0.0001170819],"category_scores_gemma":[0.0002691739,0.00009172507,0.00003558339,0.0001648514,0.00004765387,0.0002132442,0.000005865162,0.0002443173,0.000001104386],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001472084,"about_ca_system_score_gemma":0.000154432,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006832174,"about_ca_topic_score_gemma":0.006320426,"domain_scores_codex":[0.9992782,0.00002712493,0.0002675337,0.00008735034,0.00006660919,0.0002731323],"domain_scores_gemma":[0.9991856,0.00008527047,0.00002942058,0.00009200377,0.00008463339,0.0005230202],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002858061,0.00001816458,0.02168202,0.0006148155,0.0005755582,0.0004092954,0.00331002,0.2978244,0.1721409,0.004685836,0.1719407,0.3265125],"study_design_scores_gemma":[0.001849296,0.0001737806,0.01974052,0.0002428567,0.00003902176,0.0002167813,0.0003926957,0.9190744,0.003371603,0.002908396,0.05134711,0.0006435721],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951779,0.0004775348,0.00315281,0.0005572271,0.0001897449,0.0002709805,0.00003328354,0.00004089584,0.00009961199],"genre_scores_gemma":[0.9988331,0.0001909607,0.0006842457,0.0001893558,0.00004141263,0.00001390901,0.000007334007,0.00002162695,0.00001804788],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.62125,"threshold_uncertainty_score":0.9997814,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01201808353806859,"score_gpt":0.1917742866369146,"score_spread":0.179756203098846,"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."}}