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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
武汉岩土力学研究所 [26]
地理科学与资源研究所 [8]
化学研究所 [5]
心理研究所 [4]
国家天文台 [3]
合肥物质科学研究院 [3]
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OAI收割 [60]
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期刊论文 [59]
会议论文 [1]
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2024 [2]
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2020 [9]
2019 [4]
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Engineerin... [4]
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Transcriptomic decoding of regional cortical vulnerability to major depressive disorder
期刊论文
OAI收割
COMMUNICATIONS BIOLOGY, 2024, 卷号: 7, 期号: 1, 页码: 12
作者:
Zhu, Jiajia
;
Chen, Xiao
;
Lu, Bin
;
Li, Xue-Ying
;
Wang, Zi-Han
  |  
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2024/09/10
Cross-ancestry genome-wide association studies of brain imaging phenotypes
期刊论文
OAI收割
NATURE GENETICS, 2024, 页码: 31
作者:
Fu, Jilian
;
Zhang, Quan
;
Wang, Jianhua
;
Wang, Meiyun
;
Zhang, Bing
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2024/06/29
The difference between the dynamic deformation properties of rock material under seismic load and cyclic loading: a case study on Kobe wave
期刊论文
OAI收割
MECHANICS OF TIME-DEPENDENT MATERIALS, 2023, 卷号: 27, 期号: 2, 页码: 401
作者:
Zhou, Yongqiang
;
Sheng, Qian
;
Fu, Xiaodong
;
Ding, Haifeng
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2023/08/02
Dynamic deformation properties
Rock material
Seismic load
Cyclic loading
Dynamic constitutive model
Maximum stress
The deformation evolution law and stability evaluation of the high-filled slope in the cutting hills to backfill ditches project
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: -
作者:
Hu, Jun
;
Yuan, Wei
;
Fu, Xiaodong
;
Zhang, Zhenping
;
Zhou, Yongqiang
  |  
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2023/08/02
cutting hills to backfill ditches
high-filled slope
soil-rock mixture
deformation
stability
monitor
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 3, 页码: -
作者:
Du, Wenjie
;
Sheng, Qian
;
Fu, Xiaodong
;
Chen, Jian
;
Wei, Pengfei
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2023/08/02
Landslide
Barrier dam
Material point method
Failure analysis
Kinetic evolution
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 3, 页码: -
作者:
Zhang, Zhenping
;
Sheng, Qian
;
Song, Dingfeng
;
Fu, Xiaodong
;
Zhou, Yongqiang
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Slope stability
Soil-rock mixture
Rainfall type
Water deterioration
Limit equilibrium method
The Dynamic Deformation Properties of Rock Materials Under Different Types of Seismic Load
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 9, 页码: 5807
作者:
Zhou, Yongqiang
;
Sheng, Qian
;
Fu, Xiaodong
;
Ding, Haifeng
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
Dynamic deformation properties
Rock material
Seismic load
Numerical simulation
Dynamic constitutive model
Maximum stress
A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 4, 页码: 1200
作者:
Du, Wenjie
;
Sheng, Qian
;
Fu, Xiaodong
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/08/02
Disaster chain
Landslide-induced surge
Material point method (MPM)
Energy evolution
U-shaped valley
Dynamic Response of Lining Structure in a Long Tunnel with Different Adverse Geological Structure Zone Subjected to Non-Uniform Seismic Load
期刊论文
OAI收割
ENERGIES, 2022, 卷号: 15, 期号: 13, 页码: -
作者:
Zhou, Yongqiang
;
Wang, Hongchao
;
Song, Dingfeng
;
Sheng, Qian
;
Fu, Xiaodong
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
non-uniform seismic input
long tunnel
adverse geological structure zone
dynamic response
safety factor
lining structure
The failure mode of transmission tower foundation on the landslide under heavy rainfall: a case study on a 500-kV transmission tower foundation on the Yanzi landslide in Badong, China
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 3, 页码: 27
作者:
Zhou, Yongqiang
;
Sheng, Qian
;
Chen, Jian
;
Li, Nana
;
Fu, Xiaodong
  |  
收藏
  |  
浏览/下载:46/0
  |  
提交时间:2022/04/11
Tower foundation
Yanzi landslide
Physical model test
Rainfall
Failure mode