{"id":"W2318956567","doi":"10.1061/40802(189)79","title":"Evaluation of Two Constitutive Models to Simulate Behavior during Constant Volume Infiltration on a Swelling Clay Soil","year":2006,"lang":"en","type":"article","venue":"","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Swelling; Constitutive equation; Geotechnical engineering; Permeability (electromagnetism); Materials science; Stress path; Mechanics; Wetting; Infiltration (HVAC); Clay soil; Effective stress; Pore water pressure; Soil water; Composite material; Finite element method; Geology; Engineering; Soil science; Structural engineering; Plasticity; Chemistry; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008856656,0.0006016042,0.0003883061,0.0005381735,0.0002346894,0.000463366,0.0005951358,0.000676454,0.0007519338],"category_scores_gemma":[0.002557725,0.0002214926,0.0003412345,0.0004315467,0.0002498433,0.000428746,0.0001964542,0.0003674874,0.0001329747],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007031538,"about_ca_system_score_gemma":0.0005679368,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003921356,"about_ca_topic_score_gemma":0.002947819,"domain_scores_codex":[0.9997868,0.00005773213,0.00001336113,0.0000251569,0.00008733368,0.00002960447],"domain_scores_gemma":[0.9988341,0.0006913589,0.0001387128,0.0001120565,0.0001930165,0.00003082262],"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":[0.0001555063,0.0001741803,0.003417836,0.00005914512,0.00001097536,0.0000790939,0.000139669,0.9361997,0.03440085,0.001800682,0.0002333112,0.02332898],"study_design_scores_gemma":[0.000006227718,0.00005925957,0.0005778746,0.000003186403,0.000003943111,0.00001534028,0.00001344697,0.989325,0.009684748,0.0001192055,0.0001861942,0.000005630392],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7688631,0.00009204086,0.2234737,0.0001041483,0.0000182035,0.0001763115,0.0002063948,0.001216071,0.005850058],"genre_scores_gemma":[0.9747891,0.00004302621,0.02442852,0.000009158075,0.000001542667,0.00008766296,0.00008295758,0.00004901953,0.0005090834],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003921356,"threshold_uncertainty_score":0.007797062,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03066128395157068,"score_gpt":0.2585508835658796,"score_spread":0.2278895996143089,"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."}}