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	Three-dimensional photoelasticity model test of inclined shaft on stress distribution in thick sand soil layer
	Zhou, Tanjun[1]; Zhou, Guoqing[1]; Liao, Bo[1,2]; Zhang, Haiyang[1]; Lai, Zejin[1]; Tao, Xiangling[1,3]
	2017
卷号	42期号:8页码:1979
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/5889164
专题	浙江工商大学
作者单位	1.[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, 221008, China 2.[2] Department of Technology and Engineering Management, Zhejiang Gongshang University, Hangzhou, 310018, China 3.[3] College of Energy and Transportation Engineering, Jiangsu Vocational Institute of Architectural Technology, Xuzhou, 221116, China
推荐引用方式 GB/T 7714	Zhou, Tanjun[1],Zhou, Guoqing[1],Liao, Bo[1,2],et al. Three-dimensional photoelasticity model test of inclined shaft on stress distribution in thick sand soil layer[J],2017,42(8):1979.
APA	Zhou, Tanjun[1],Zhou, Guoqing[1],Liao, Bo[1,2],Zhang, Haiyang[1],Lai, Zejin[1],&Tao, Xiangling[1,3].(2017).Three-dimensional photoelasticity model test of inclined shaft on stress distribution in thick sand soil layer.,42(8),1979.
MLA	Zhou, Tanjun[1],et al."Three-dimensional photoelasticity model test of inclined shaft on stress distribution in thick sand soil layer".42.8(2017):1979.

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