Analysis of shear stress distribution at the anchorage interface of rock slope and its influencing factors under seismic action

doi:10.16385/j.cnki.issn.1004-4523.2019.06.012

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Analysis of shear stress distribution at the anchorage interface of rock slope and its influencing factors under seismic action
	Yan, Zhi-Xin 1,2; Long, Zhe 1; Zhang, Sen 1,3; Zhou, Xiao-Liang 1; Dong, Jian-Hua 4; Jiang, Ping 1
刊名	Zhendong Gongcheng Xuebao/Journal of Vibration Engineering
	2019-12-01
卷号	32 期号:6 页码:1029-1040
关键词	Anchor bolts Anchorages (foundations) Bolts Earthquakes Joints (structural components) Mortar Numerical methods Rocks Seismic waves Shear flow Stress concentration Anchoring Bedding rock slope Design and construction Ground motion parameters Influencing factor Interface shear stress Numerical analysis models Rock slope
ISSN号	10044523
DOI	10.16385/j.cnki.issn.1004-4523.2019.06.012
英文摘要	Based on the FLAC3D software, try to establish overall length grouted bolt anchorage bedding rock slope numerical analysis model by amendatory cable unit, and to improve shear stress extraction method. Shearing and evolution of bolt-mortar and mortar-rock interface are simulated and analyzed, respectively. The study found that the mortar-rock interface shear stress is far less than the bolt-mortar interface, and the distribution of shear stress is very uneven on both sides of the anchor neutral point. The shear stress near neutral point is large and the shear stress on bolt ends is small. Not only the amplitude and frequency of seismic wave has a great influence on the shear stress distribution of slope anchorage interface, but also the shear stress of slope anchorage interface increases with the increasement of seismic wave duration. The length of bolt also has a great influence on the shear stress distribution of slope anchorage interface, but the influence of anchor angle is smaller. For the first time, the shear stress distribution at the anchorage interface under earthquake is obtained, and the influence of ground motion parameters and anchorage modes on the distribution of shear stress is revealed. The study provides an reference for the design and construction of side slope anchorage. © 2019, Nanjing Univ. of Aeronautics an Astronautics. All right reserved.
语种	中文
出版者	Nanjing University of Aeronautics an Astronautics
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/150610]
专题	土木工程学院
作者单位	1.School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou; 730000, China; 2.School of Civil and Traffic Engineering, Henan University of Urban Construction, Pingdingshan; 467036, China; 3.Yunnan Research Institute of Highway Science and Technology, Kunming; 650051, China; 4.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou; 730050, China
推荐引用方式 GB/T 7714	Yan, Zhi-Xin,Long, Zhe,Zhang, Sen,et al. Analysis of shear stress distribution at the anchorage interface of rock slope and its influencing factors under seismic action[J]. Zhendong Gongcheng Xuebao/Journal of Vibration Engineering,2019,32(6):1029-1040.
APA	Yan, Zhi-Xin,Long, Zhe,Zhang, Sen,Zhou, Xiao-Liang,Dong, Jian-Hua,&Jiang, Ping.(2019).Analysis of shear stress distribution at the anchorage interface of rock slope and its influencing factors under seismic action.Zhendong Gongcheng Xuebao/Journal of Vibration Engineering,32(6),1029-1040.
MLA	Yan, Zhi-Xin,et al."Analysis of shear stress distribution at the anchorage interface of rock slope and its influencing factors under seismic action".Zhendong Gongcheng Xuebao/Journal of Vibration Engineering 32.6(2019):1029-1040.