QQ客服 官方微博 反馈留言

	The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses
	Zhou, Xiao-Ping; Yang, Hai-Qing; Zhang, Yong-Xing; Yu, Mao-Hong
刊名	COMPUTERS AND GEOTECHNICS
	2009
卷号	36期号:5页码:861-870
关键词	Foundation The intermediate principal stress The ultimate bearing capacity Rock masses A non-linear unified strength criterion The unified slip line method
ISSN号	0266-352X
DOI	10.1016/j.compgeo.2009.01.009
URL标识	查看原文
WOS记录号	WOS:000266227200017
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4838457
专题	西安交通大学
推荐引用方式 GB/T 7714	Zhou, Xiao-Ping,Yang, Hai-Qing,Zhang, Yong-Xing,et al. The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses[J]. COMPUTERS AND GEOTECHNICS,2009,36(5):861-870.
APA	Zhou, Xiao-Ping,Yang, Hai-Qing,Zhang, Yong-Xing,&Yu, Mao-Hong.(2009).The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses.COMPUTERS AND GEOTECHNICS,36(5),861-870.
MLA	Zhou, Xiao-Ping,et al."The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses".COMPUTERS AND GEOTECHNICS 36.5(2009):861-870.

个性服务

查看访问统计

相关权益政策

暂无数据

收藏/分享

除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。