Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này:
https://dspace.ctu.edu.vn/jspui/handle/123456789/71740
Toàn bộ biểu ghi siêu dữ liệu
Trường DC | Giá trị | Ngôn ngữ |
---|---|---|
dc.contributor.author | Dinh, Hoang-Quan | - |
dc.contributor.author | Nguyen, Thanh-Bang | - |
dc.date.accessioned | 2021-12-30T08:36:02Z | - |
dc.date.available | 2021-12-30T08:36:02Z | - |
dc.date.issued | 2021 | - |
dc.identifier.issn | 2525-2461 | - |
dc.identifier.uri | https://dspace.ctu.edu.vn/jspui/handle/123456789/71740 | - |
dc.description.abstract | The study reveals that Ms has a minor effect on the strength of mortar in comparison with %Na₂O and %GGBS. The optimized mixture proportions were assessed using the multi-objective optimization technique. The optimal values found were %Na₂O=5.18%, Ms=1.16, and %GGBS=50%, with the goals of maximum compressive strength, the largest amount of fly ash, and reasonable cost for one ton of binder. The experimental results show that the compressive strength of the samples ranged between 62.95-63.54 MPa and were consistent with the optimized results (the variation between the predicted and the experimental results was obtained less than 5%). | vi_VN |
dc.language.iso | en | vi_VN |
dc.relation.ispartofseries | Vietnam Journal of Science, Technology and Engineering;Vol. 63, No. 01 .- P.21-29 | - |
dc.subject | Alkali-activated slag | vi_VN |
dc.subject | Fly ash | vi_VN |
dc.subject | Geopolymer | vi_VN |
dc.subject | GGBS | vi_VN |
dc.subject | Optimization | vi_VN |
dc.subject | Response Surface Methodology | vi_VN |
dc.title | Composition of ground granulated blast-furnace slag and fly ash-based geopolymer activated by sodium silicate and sodium hydroxide solution: multi-response optimization using Response Surface Methodology | vi_VN |
dc.type | Article | vi_VN |
Bộ sưu tập: | Vietnam journal of Science, Technology and Engineering |
Các tập tin trong tài liệu này:
Tập tin | Mô tả | Kích thước | Định dạng | |
---|---|---|---|---|
_file_ Giới hạn truy cập | 3.22 MB | Adobe PDF | ||
Your IP: 18.117.172.251 |
Khi sử dụng các tài liệu trong Thư viện số phải tuân thủ Luật bản quyền.