干旱区生态环境知识资源中心(Arid): Research on relationships between shear strength index and in-situ indexes of desert sand

Arid

	Research on relationships between shear strength index and in-situ indexes of desert sand
	Du Xue-ling; Yang Jun-biao; Zhang Xi-fa
通讯作者	Du, XL
来源期刊	ROCK AND SOIL MECHANICS
ISSN	1000-7598
出版年	2005
卷号	26 期号:5 页码:837-840
英文摘要	In order to apply and disseminate static cone penetration test(CPT) technology in desert investigation, a series of in-situ stimulated test and soil engineering test are carried out in big trough and medium trough under the condition of controlling relative density and moisture content in laboratory. And some indexes of Taklamakan desert sand, such as static point resistance q(c) , standard penetration test(SPT) blow count N, angle of internal friction etc. are obtained at the same time. Through analysis and linear regression, it gives two equations of q(c) - phi and N-phi and their coordination. All these are accumulated experience for ground engineering investigation of desert oil field.
英文关键词	desert sand static cone penetration test static cone point resistance SPT blow count angle of internal friction
类型	Article
语种	中文
收录类别	ESCI
WOS记录号	WOS:000409782000032
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/2XILL650/328671
作者单位	[Du Xue-ling] Shijiazhuang Railway Inst, Shijiazhuang 050043, Hebei, Peoples R China; [Yang Jun-biao] Seventeenth China Railway Construct Bur, Engn Dept 3, Luquan 050081, Peoples R China; [Zhang Xi-fa] Jiling Univ, Changchun 130026, Jilin, Peoples R China
推荐引用方式 GB/T 7714	Du Xue-ling,Yang Jun-biao,Zhang Xi-fa. Research on relationships between shear strength index and in-situ indexes of desert sand[J],2005,26(5):837-840.
APA	Du Xue-ling,Yang Jun-biao,&Zhang Xi-fa.(2005).Research on relationships between shear strength index and in-situ indexes of desert sand.ROCK AND SOIL MECHANICS,26(5),837-840.
MLA	Du Xue-ling,et al."Research on relationships between shear strength index and in-situ indexes of desert sand".ROCK AND SOIL MECHANICS 26.5(2005):837-840.