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- 01J0JRB1AGR7SWF0W8KE5P3QQ6 classification A1.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 date "2018".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 language "eng".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 type journalArticle.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 hasPart 01J0JRCNMZ00D478934X6643RG.pdf.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 subject "Earth and Environmental Sciences".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 subject "Technology and Engineering".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 doi "10.1016/j.coldregions.2018.06.005".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 issn "0165-232X".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 issn "1872-7441".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 volume "154".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 abstract "In cold regions, freezing and thawing of soil can make some intense changes in mechanical and geotechnical properties of it. This paper, for the first time, focuses on the effect of adding a newly identified fine grained material so called glass residue attained from glass production plant, in modifying the mechanical behavior of fine grained soil after experiencing numerous freeze-thaw cycles. For the purpose, cylindrical samples of silty clay-glass residue mixture were evaluated through uniaxial compression and splitting tensile strength test after 0 cycle and 3, 6, 9 and 11 cycles of freezing-thawing. The results show using glass residue can help the soil treatment in terms of tension and compression strength. In addition, the highest modification obtained at 14 days of curing. Furthermore, glass residue lowers the strength reduction during freeze-thaw cycles. The amount of strength loss (compression, tension) of samples without stabilizer and others with 10%, 15%, 20% of glass residue are (65%, 70%), (48%, 66%), (35%, 57%) and (41%, 54%), respectively.".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 author 533032d5-f8c0-11ec-aa2d-89583d877a8c.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 author urn:uuid:171db127-f007-42d3-8eda-53d7a02aa4f4.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 author urn:uuid:9d9e9766-70c0-41df-9148-abe9b85c700e.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 dateCreated "2024-06-17T09:27:05Z".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 dateModified "2024-07-09T15:59:56Z".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 name "Modification of silty clay strength in cold region's pavement using glass residue".
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 pagination urn:uuid:37b4dd57-d14c-4b11-bdc9-f9796f5a0bf3.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 sameAs LU-01J0JRB1AGR7SWF0W8KE5P3QQ6.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 sourceOrganization urn:uuid:3bde1b23-93d1-4a14-9e92-35582f1d5c55.
- 01J0JRB1AGR7SWF0W8KE5P3QQ6 type A1.