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石灰和火山灰对作为可持续建筑材料的沙丘砂性能的影响。

Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials.

作者信息

Shalabi Faisal I, Mazher Javed, Khan Kaffayatullah, Amin Muhammad Nasir, Albaqshi Alaa, Alamer Abdullah, Barsheed Ali, Alshuaibi Othman

机构信息

Department of Civil and Environmental Engineering, College of Engineering, King Faisal University (KFU), Al-Ahsa 31982, Saudi Arabia.

Physics Department, College of Science, King Faisal University (KFU), Al-Ahsa 31982, Saudi Arabia.

出版信息

Materials (Basel). 2021 Jan 30;14(3):645. doi: 10.3390/ma14030645.

Abstract

This study focused on evaluating dune sand stabilized with lime and volcanic ash as base course materials in engineering construction. Dune sands are found in Saudi Arabia in huge quantities. Due to the high demand for construction materials, this makes them highly suitable for construction. A testing program was designed to investigate the effect of adding different percentages by weight of lime (L: 0, 2, 4, and 6%) and volcanic ash (VA: 0, 1, 3, and 5%) on the engineering properties of the stabilized mixture. Unconfined compressive strength (UCS) and California bearing ratio (CBR) tests were conducted. In addition, Raman spectroscopy and laser-scanning microscopy (LSM) tests were performed to explore the chemical characteristic, packing, and structure of the mixture. The results showed that the UCS, CBR, and the Young's modulus (E) of the treated dune sand increased with the increase in percentage of both stabilizers. Furthermore, LSM images of mortar blended with intermediate L-to-VA blend ratio ≈0.55 (L: 6% and VA: 5%) exhibit compact packing of sand grains, indicating strong adhesion and higher cementing value. The results of the study are promising and encourage using the treated dune sand in engineering construction even with a low percentage use of lime (2%) and volcanic ash (1-3%) as stabilizers.

摘要

本研究着重评估用石灰和火山灰稳定的沙丘砂作为工程建设基层材料的性能。沙特阿拉伯有大量的沙丘砂。由于对建筑材料的高需求,这使得它们非常适合用于建筑。设计了一个测试程序,以研究添加不同重量百分比的石灰(L:0、2、4和6%)和火山灰(VA:0、1、3和5%)对稳定混合物工程性能的影响。进行了无侧限抗压强度(UCS)和加州承载比(CBR)试验。此外,还进行了拉曼光谱和激光扫描显微镜(LSM)试验,以探究混合物的化学特性、堆积情况和结构。结果表明,处理后的沙丘砂的UCS、CBR和杨氏模量(E)随着两种稳定剂百分比的增加而增加。此外,与中间L与VA混合比≈0.55(L:6%和VA:5%)混合的砂浆的LSM图像显示砂粒紧密堆积,表明有很强的附着力和更高的胶结值。该研究结果很有前景,并鼓励在工程建设中使用处理后的沙丘砂,即使作为稳定剂的石灰用量较低(2%)和火山灰用量较低(1 - 3%)。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0ac6/7866797/ce1b86945c5e/materials-14-00645-g001a.jpg

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