{"id":"W2099849189","doi":"10.1139/t04-022","title":"Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":402,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Void ratio; Hydraulic conductivity; Logarithm; Chart; Mathematics; Geotechnical engineering; Porosity; Soil science; Statistics; Mathematical analysis; Geology; Soil water","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009917713549229547,"score_gpt":0.2016199792022626,"score_spread":0.1917022656530331,"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."}}