Improvement of expansive soil characteristics stabilized with sawdust ash, high calcium fly ash and cement
文献类型:期刊论文
作者 | Mohamed, Abubaker Ahmed Mohamed Salih1,2,3; Yuan, Junping1; Al-Ajamee, Mohammed2; Dong, Yi3; Ren, Yuzhe1; Hakuzweyezu, Theogene3 |
刊名 | CASE STUDIES IN CONSTRUCTION MATERIALS |
出版日期 | 2023-07-01 |
卷号 | 18期号:-页码:- |
ISSN号 | 2214-5095 |
关键词 | Sawdust ash High calcium fly ash Expansive soils Cement Expansive soil stabilization |
英文摘要 | The purpose of this study is to investigate the individual and admixed effects of sawdust ash (SDA) and high calcium fly ash (HCFA) on the geotechnical characteristics of expansive soil (ES). The effectiveness of these pozzolanic materials was examined, particularly tests of their physical and mechanical characteristics and the potential of enhancing expansive soil (ES). The mixing ratio for ES stabilization was adopted as 70:30 by fixed dry weight, based on the HCFA/SDA mixture plasticity and strength. Cement was added to the optimal ratio in varying amounts (1%, 0.5%) to increase the HCFA reactivity. The results reveal that increasing the mixture and cement content enhanced ES properties while lowering the liquid limit (LL) and plasticity index (PI). The plastic limit (PL) has shown an increasing trend and the optimum water content (OMC), whereas die maximum dry density (MDD) decreased. It was found that the addition of 1% cement to 10% HCFA-SDA combination provides maximum strength improvement to (ES) that would help to maximize the use of HCFA-SDA to reduce the swelling characteristics of ES in the field. |
学科主题 | Construction & Building Technology ; Engineering ; Materials Science |
语种 | 英语 |
出版者 | ELSEVIER |
WOS记录号 | WOS:000934018000001 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/35231] |
专题 | 中科院武汉岩土力学所 |
作者单位 | 1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Xikang Road, Nanjing 210098, PR China 2.Department of Civil Engineering, Faculty of Engineering, University of Khartoum, Al-Gamaa Ave, PO Box 321, Khartoum, Sudan 3.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China |
推荐引用方式 GB/T 7714 | Mohamed, Abubaker Ahmed Mohamed Salih,Yuan, Junping,Al-Ajamee, Mohammed,et al. Improvement of expansive soil characteristics stabilized with sawdust ash, high calcium fly ash and cement[J]. CASE STUDIES IN CONSTRUCTION MATERIALS,2023,18(-):-. |
APA | Mohamed, Abubaker Ahmed Mohamed Salih,Yuan, Junping,Al-Ajamee, Mohammed,Dong, Yi,Ren, Yuzhe,&Hakuzweyezu, Theogene.(2023).Improvement of expansive soil characteristics stabilized with sawdust ash, high calcium fly ash and cement.CASE STUDIES IN CONSTRUCTION MATERIALS,18(-),-. |
MLA | Mohamed, Abubaker Ahmed Mohamed Salih,et al."Improvement of expansive soil characteristics stabilized with sawdust ash, high calcium fly ash and cement".CASE STUDIES IN CONSTRUCTION MATERIALS 18.-(2023):-. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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