中国科学院机构知识库网格
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 [4]
力学研究所 [2]
地质与地球物理研究所 [2]
地理科学与资源研究所 [1]
采集方式
OAI收割 [9]
内容类型
期刊论文 [9]
发表日期
2021 [9]
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Why the Xintan landslide was not triggered by the heaviest historical rainfall: Mechanism and review
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2021, 卷号: 294, 页码: 10
作者:
Chen, Hongran
;
Qin, Siqing
;
Xue, Lei
;
Xu, Chao
  |  
收藏
  |  
浏览/下载:78/0
  |  
提交时间:2021/11/01
Landslides
Rainfall
Locked segment
Displacement acceleration
Residual-strength point
Risk analysis of progressive cracking and failure of hard rock around deep underground caverns with high sidewall
期刊论文
OAI收割
IOP Conference Series: Earth and Environmental Science, 2021, 卷号: 861, 期号: 4
作者:
Zhou,Chi
;
Han,Yi
  |  
收藏
  |  
浏览/下载:30/0
  |  
提交时间:2022/01/05
Large cavern
Progressive cracking
Risk consequences
Risk analysis
Hard rock
Techniques for Progressive Failure Simulation of Hard Brittle Surrounding Rockmass: Taking the URL Test Tunnel as an Example
期刊论文
OAI收割
ADVANCES IN CIVIL ENGINEERING, 2021, 卷号: 2021, 页码: 12
作者:
Zhong, Daning
;
Chen, Jianlin
;
Zhou, Hui
;
Chen, Xiangrong
;
Jiang, Yali
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2021/10/27
Experimental study on the damage process of marble under true triaxial pre-peak unloading conditions
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2021, 期号: -, 页码: 16
作者:
Gao, Yaohui
;
Wang, Zhaofeng
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2021/08/11
True triaxial pre-peak unloading test
damage evolution
irreversible strains
dissipated energy
acoustic emission
Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2021, 卷号: 13, 期号: 3, 页码: 529-544
作者:
Xu, Dingping
;
Huang, Xiang
;
Jiang, Quan
;
Li, Shaojun
;
Zheng, Hong
  |  
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2021/08/11
Underground cavern group
In situ stress
Stress-induced brittle failure
Spalling depth
Numerical simulation
Seismic response characteristics and deformation evolution of the bedding rock slope using a large-scale shaking table
期刊论文
OAI收割
LANDSLIDES, 2021, 页码: 19
作者:
He, Jianxian
;
Qi, Shengwen
;
Zhan, Zhifa
;
Guo, Songfeng
;
Li, Chunlei
  |  
收藏
  |  
浏览/下载:32/0
  |  
提交时间:2021/10/19
Shaking table test
Bedding rock slope
Progressive failure
Seismic response
Numerical modeling for strain rate effect and size effect of ice under uniaxial tension and compression
期刊论文
OAI收割
COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2021, 卷号: 96, 页码: 20
作者:
Zhang JP
;
Zhou D(周东)
;
Zhou D(周东)
  |  
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2021/05/17
PSM
Brittle failure
Ice
Strain rate effect
Size effect
Research on crack evolution law and macroscopic failure mode of joint Phyllite under uniaxial compression
期刊论文
OAI收割
SCIENTIFIC REPORTS, 2021, 卷号: 11, 期号: 1, 页码: 18
作者:
Xu, Jiangbo
;
Fei, Dongyang
;
Yu, Yanglin
;
Cui, Yilun
;
Yan, Changgen
  |  
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2021/04/25
Quantitative characterization of damage-aggravation effect caused by progressive damage
期刊论文
OAI收割
ACTA MECHANICA SINICA, 2021, 页码: 17
作者:
Lin QD(林钦栋)
;
Li SH(李世海)
;
Feng C(冯春)
;
Zhou D(周东)
  |  
收藏
  |  
浏览/下载:60/0
  |  
提交时间:2021/03/03
Progressive damage
Bearing strength
Damage-aggravation effect
Progressive damage ratio