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CAS IR Grid
机构
武汉岩土力学研究所 [60]
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OAI收割 [60]
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期刊论文 [58]
会议论文 [2]
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2023 [7]
2022 [16]
2021 [11]
2020 [7]
2019 [7]
2018 [1]
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Engineeri... [10]
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专题:武汉岩土力学研究所
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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:8/0
  |  
提交时间:2023/08/02
Dynamic deformation properties
Rock material
Seismic load
Cyclic loading
Dynamic constitutive model
Maximum stress
Postcyclic Stiffness Behaviors of Laterite Clay under Various Conditions
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 卷号: 23, 期号: 4
作者:
Huang, Juehao
;
Chen, Jian
;
Yu, Song
;
Fu, Xiaodong
;
Zhang, Zhenping
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Postcyclic stiffness characteristics
Laterite clay
Cyclic confining pressure
Degree of reconsolidation
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:9/0
  |  
提交时间:2023/08/02
cutting hills to backfill ditches
high-filled slope
soil-rock mixture
deformation
stability
monitor
Impacts of Drained Conditions and Degree of Reconsolidation on Postcyclic Mechanical Behaviors of Laterite Clay
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 卷号: 23, 期号: 3
作者:
Huang, Juehao
;
Chen, Jian
;
Song, Dingfeng
;
Zhong, Yu
;
Fu, Xiaodong
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Laterite clay
Postcyclic mechanical behaviors
Drained conditions
Degree of reconsolidation
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:8/0
  |  
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:6/0
  |  
提交时间:2023/08/02
Slope stability
Soil-rock mixture
Rainfall type
Water deterioration
Limit equilibrium method
The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China
期刊论文
OAI收割
FRACTAL AND FRACTIONAL, 2023, 卷号: 7, 期号: 2, 页码: -
作者:
Zhang, Zhenping
;
Fu, Xiaodong
;
Yuan, Wei
;
Sheng, Qian
;
Chai, Shaobo
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/08/02
soil-rock mixture
fractal dimension
mechanical behavior
large-scale triaxial test
structural characteristic
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 11
作者:
Huang, Juehao
;
Chen, Jian
;
Yu, Song
;
Fu, Xiaodong
;
Zhang, Guochao
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Accumulated axial strain
Excess pore water pressure
Hysteresis loop
Damping ratio
Overconsolidated clay
Cyclic confining pressure
Advances in modeling, assessment, and prevention of geotechnical and geological disasters
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2022, 卷号: 10, 期号: -, 页码: -
作者:
Fu, Xiaodong
;
Yang, Yongtao
;
Wang, Min
;
Zhang, Zetian
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
geotechnical and geological disaster
mechanical property
modeling method
risk assessment
prevention technique
Impacts of Excess Pore-Water Pressure on Dynamic Properties of Saturated Clay
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 9
作者:
Huang, Juehao
;
Chen, Jian
;
You, WeiJun
;
Fu, Xiaodong
;
Zhang, Jiangxiong
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Saturated soft clay
Cyclic triaxial test
Effective confining pressure
Excess pore-water pressure
Elastic modulus
Damping ratio