Knowledge Resource Center for Ecological Environment in Arid Area
DOI | 10.1016/j.cscm.2021.e00521 |
An experimental study on the optimal compositions of ordinary concrete based on corrected dune sand-Case of granular range of 25 mm | |
Moulay-Ali, Abderrahmane; Abdeldjalil, Mhammed; Khelafi, Hamid | |
通讯作者 | Moulay-Ali, A (corresponding author), ST Mat Civil Engn Univ Ahmed Draia, Lab LDDI & IT, Adrar, Algeria. |
来源期刊 | CASE STUDIES IN CONSTRUCTION MATERIALS
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ISSN | 2214-5095 |
出版年 | 2021 |
卷号 | 14 |
英文摘要 | Our study aims to solve the fundamental problem of concrete formulation in arid areas. The obtained results through the use of dune sand showed that most of previous studies in this domain did not meet the requirements- in terms of mechanical strength of concrete- and that is due to the sand granularity. The latter was mainly due to the absence of coarse sand grains. For this purpose, three (03) siliceous dune sand classes were used, with a maximum grain size of 2.00 mm and a modulus of fineness ranging from 1.55 to 1.74. These dune sands were corrected by two classes of Koussane siliceous-limestone crushed sands of 0/4 mm, with a fineness modulusof 3.02and3.4. It should be noted that the rates of correction by quarry sands are 20 %, 40 %, 60 %, 80 % including dune and crushed sands without correction (0 %, 100 %). A large experimental plan of 276 concrete tests was adopted on 15 cm cubic specimens. It included most of the expected possibilities using coarse aggregates with maximum dimension of 25 mm. The test results provided the mechanical strength obtained for the concrete that contains sand-dunes corrected at a rate of 60 %, 40 % and 20 %. The value of the mechanical strength in compression was 48 MPa, which was higher than all the values obtained using dune sand or crushed sand without correction. That said, the use of corrected sand was- financially speaking- cost efficient. (C) 2021 The Author(s). Published by Elsevier Ltd. |
英文关键词 | Arid zone Correction Dune sand Granularity Strength Concrete |
类型 | Article |
语种 | 英语 |
开放获取类型 | gold |
收录类别 | SCI-E |
WOS记录号 | WOS:000656850100098 |
WOS关键词 | PERFORMANCE ; STRENGTH ; DESERT |
WOS类目 | Construction & Building Technology ; Engineering, Civil ; Materials Science, Multidisciplinary |
WOS研究方向 | Construction & Building Technology ; Engineering ; Materials Science |
资源类型 | 期刊论文 |
条目标识符 | http://119.78.100.177/qdio/handle/2XILL650/349789 |
作者单位 | [Moulay-Ali, Abderrahmane; Abdeldjalil, Mhammed] ST Mat Civil Engn Univ Ahmed Draia, Lab LDDI & IT, Adrar, Algeria; [Khelafi, Hamid] Lab LMST USTO, Adrar, Algeria; [Khelafi, Hamid] ST Mat Civil Engn Univ Ahmed Drafa, Adrar, Algeria |
推荐引用方式 GB/T 7714 | Moulay-Ali, Abderrahmane,Abdeldjalil, Mhammed,Khelafi, Hamid. An experimental study on the optimal compositions of ordinary concrete based on corrected dune sand-Case of granular range of 25 mm[J],2021,14. |
APA | Moulay-Ali, Abderrahmane,Abdeldjalil, Mhammed,&Khelafi, Hamid.(2021).An experimental study on the optimal compositions of ordinary concrete based on corrected dune sand-Case of granular range of 25 mm.CASE STUDIES IN CONSTRUCTION MATERIALS,14. |
MLA | Moulay-Ali, Abderrahmane,et al."An experimental study on the optimal compositions of ordinary concrete based on corrected dune sand-Case of granular range of 25 mm".CASE STUDIES IN CONSTRUCTION MATERIALS 14(2021). |
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