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	Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [深部洞室开挖卸荷分区破裂机制的动力分析]
	Gao, Qiang; Zhang, Qiang-Yong; Zhang, Xu-Tao; Xiang, Wen
刊名	Yantu Lixue/Rock and Soil Mechanics
	2018
卷号	39期号:9页码:3181-3195
关键词	Dynamic unloading Elastoplastic damage softening dynamic model Geomechanical model test Strain gradient theory Variation law of oscillation Zonal disintegration in deep rock mass
DOI	10.16285/j.rsm.2017.0684
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4582714
专题	山东大学
作者单位	1.Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 2.Shandong 3.250061,
推荐引用方式 GB/T 7714	Gao, Qiang,Zhang, Qiang-Yong,Zhang, Xu-Tao,等. Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [深部洞室开挖卸荷分区破裂机制的动力分析][J]. Yantu Lixue/Rock and Soil Mechanics,2018,39(9):3181-3195.
APA	Gao, Qiang,Zhang, Qiang-Yong,Zhang, Xu-Tao,&Xiang, Wen.(2018).Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [深部洞室开挖卸荷分区破裂机制的动力分析].Yantu Lixue/Rock and Soil Mechanics,39(9),3181-3195.
MLA	Gao, Qiang,et al."Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [深部洞室开挖卸荷分区破裂机制的动力分析]".Yantu Lixue/Rock and Soil Mechanics 39.9(2018):3181-3195.

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