干旱区生态环境知识资源中心(Arid): Stabilization of desert sands using municipal solid waste incinerator ash

Arid

DOI	10.1007/s10706-006-6806-7
	Stabilization of desert sands using municipal solid waste incinerator ash
	Mohamedzein, Yahia E. -A.; Al-Aghbari, Mohammed Y.; Taha, Ramzi A.
通讯作者	Mohamedzein, YEA
来源期刊	GEOTECHNICAL AND GEOLOGICAL ENGINEERING
ISSN	0960-3182
EISSN	1573-1529
出版年	2006
卷号	24 期号:6 页码:1767-1780
英文摘要	This paper presents experimental results on the use of incinerator ash in stabilizing desert sands for possible use in geotechnical engineering applications. The incinerator ash was added in percentages of 2, 4, 8, 10 and 12%, by dry weight of sand. Laboratory tests such as compaction, unconfined compression, shear box and hydraulic conductivity were performed to measure the engineering characteristics of the stabilized material. The results showed substantial improvements in unconfined compressive strength and shear strength parameters (c and phi). Thus, incinerator ash can be used to improve the shear strength characteristics of desert sands. The permeability of the sand-incinerator ash mixture was relatively low.
英文关键词	desert sand incinerator ash permeability shear strength stabilization
类型	Article
语种	英语
收录类别	ESCI
WOS记录号	WOS:000210971000016
WOS类目	Engineering, Geological
WOS研究方向	Engineering
资源类型	期刊论文
条目标识符	http://119.78.100.177/qdio/handle/2XILL650/328732
作者单位	[Mohamedzein, Yahia E. -A.; Al-Aghbari, Mohammed Y.; Taha, Ramzi A.] Sultan Qaboos Univ, Dept Civil & Architectural Engn, POB 33, Al Khoud 123, Oman
推荐引用方式 GB/T 7714	Mohamedzein, Yahia E. -A.,Al-Aghbari, Mohammed Y.,Taha, Ramzi A.. Stabilization of desert sands using municipal solid waste incinerator ash[J],2006,24(6):1767-1780.
APA	Mohamedzein, Yahia E. -A.,Al-Aghbari, Mohammed Y.,&Taha, Ramzi A..(2006).Stabilization of desert sands using municipal solid waste incinerator ash.GEOTECHNICAL AND GEOLOGICAL ENGINEERING,24(6),1767-1780.
MLA	Mohamedzein, Yahia E. -A.,et al."Stabilization of desert sands using municipal solid waste incinerator ash".GEOTECHNICAL AND GEOLOGICAL ENGINEERING 24.6(2006):1767-1780.