{"title":"砂砾坝碎石滤料的离析及含水率的影响","authors":"H. Rönnqvist, R. Girard, J. Lundin, P. Viklander","doi":"10.15406/MSEIJ.2020.04.00143","DOIUrl":null,"url":null,"abstract":"Abbreviations: F0.063, fines content (<0.063mm) (%); F, mass passing (%); Ø, angle of inclined plane of segregation test setup (deg); αrep, angle of repose (deg); Dx, grain size at x % mass passing (mm); D15C, coarse sample at 15 % passing in segregation test (mm); D15F, fine sample at 15% passing in segregation test (mm); SR=D15C/ D15F, segregation ratio indicating segregation if >1 (...); W, water content (%); wopt, optimum water content (%); ρs, particle density (g/cm3); ρdry,max, maximum dry density (g/cm 3); Cu, coefficient of uniformity (Cu=D60/D10) (...) Nomenclature: fines amount, by weight, of soil finer than 0.063mm (European Standard) (%).","PeriodicalId":18241,"journal":{"name":"Material Science & Engineering International Journal","volume":"50 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The segregation of a sand-gravel dam filter of crushed rock and the influence of water content\",\"authors\":\"H. Rönnqvist, R. Girard, J. Lundin, P. Viklander\",\"doi\":\"10.15406/MSEIJ.2020.04.00143\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abbreviations: F0.063, fines content (<0.063mm) (%); F, mass passing (%); Ø, angle of inclined plane of segregation test setup (deg); αrep, angle of repose (deg); Dx, grain size at x % mass passing (mm); D15C, coarse sample at 15 % passing in segregation test (mm); D15F, fine sample at 15% passing in segregation test (mm); SR=D15C/ D15F, segregation ratio indicating segregation if >1 (...); W, water content (%); wopt, optimum water content (%); ρs, particle density (g/cm3); ρdry,max, maximum dry density (g/cm 3); Cu, coefficient of uniformity (Cu=D60/D10) (...) Nomenclature: fines amount, by weight, of soil finer than 0.063mm (European Standard) (%).\",\"PeriodicalId\":18241,\"journal\":{\"name\":\"Material Science & Engineering International Journal\",\"volume\":\"50 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Material Science & Engineering International Journal\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.15406/MSEIJ.2020.04.00143\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Material Science & Engineering International Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.15406/MSEIJ.2020.04.00143","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The segregation of a sand-gravel dam filter of crushed rock and the influence of water content
Abbreviations: F0.063, fines content (<0.063mm) (%); F, mass passing (%); Ø, angle of inclined plane of segregation test setup (deg); αrep, angle of repose (deg); Dx, grain size at x % mass passing (mm); D15C, coarse sample at 15 % passing in segregation test (mm); D15F, fine sample at 15% passing in segregation test (mm); SR=D15C/ D15F, segregation ratio indicating segregation if >1 (...); W, water content (%); wopt, optimum water content (%); ρs, particle density (g/cm3); ρdry,max, maximum dry density (g/cm 3); Cu, coefficient of uniformity (Cu=D60/D10) (...) Nomenclature: fines amount, by weight, of soil finer than 0.063mm (European Standard) (%).