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Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE
Zhao, Peng; Xie, Lingzhi; Li, Liangpu; Liu, Quan; Yuan, Song
刊名ENGINEERING STRUCTURES
2018
卷号Vol.175页码:386-398
关键词Reinforced concrete rock-shed Rockfall impact Cushion layers Uniaxial compression test Large-scale experiment
ISSN号0141-0296
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/1837484
专题四川大学
作者单位1.Sichuan Commun Surveying & Design Inst, Chengdu 610065, Sichuan, Peoples R China
2.Sichuan Univ, Inst New Energy & Low Carbon Technol, Chengdu 610207, Sichuan, Peoples R China
3.Sichuan Univ, Coll Architecture & Environm, Chengdu 610065, Sichuan, Peoples R China
4.Sichuan Univ, Minist Educ, Key Lab Deep Underground Sci & Engn, Chengdu 610065, Sichuan, Peoples R China
推荐引用方式
GB/T 7714
Zhao, Peng,Xie, Lingzhi,Li, Liangpu,et al. Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE[J]. ENGINEERING STRUCTURES,2018,Vol.175:386-398.
APA Zhao, Peng,Xie, Lingzhi,Li, Liangpu,Liu, Quan,&Yuan, Song.(2018).Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE.ENGINEERING STRUCTURES,Vol.175,386-398.
MLA Zhao, Peng,et al."Large-scale rockfall impact experiments on a RC rock-shed with a newly proposed cushion layer composed of sand and EPE".ENGINEERING STRUCTURES Vol.175(2018):386-398.
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