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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
地质与地球物理研究所 [6]
武汉岩土力学研究所 [4]
成都山地灾害与环境研... [2]
地理科学与资源研究所 [1]
上海应用物理研究所 [1]
自动化研究所 [1]
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OAI收割 [17]
内容类型
期刊论文 [17]
发表日期
2020 [17]
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Compression-Induced Tensile Mechanical Behaviors of the Crystalline Rock under Dynamic Loads
期刊论文
OAI收割
MATERIALS, 2020, 卷号: 13, 期号: 22, 页码: 17
作者:
Zheng, Bowen
;
Qi, Shengwen
;
Huang, Xiaolin
;
Liang, Ning
;
Guo, Songfeng
  |  
收藏
  |  
浏览/下载:61/0
  |  
提交时间:2021/09/29
crystalline rock
compression-induced tensile behavior
dynamic load
microstructure
grain heterogeneity
grain-based model
UDEC
A New Shear Strength Criterion for Rock Masses with Non-Persistent Discontinuities Considering the Nonlinear Progressive Failure Process
期刊论文
OAI收割
MATERIALS, 2020, 卷号: 13, 期号: 21, 页码: 16
作者:
Zheng, Bowen
;
Qi, Shengwen
;
Guo, Songfeng
;
Huang, Xiaolin
;
Liang, Ning
  |  
收藏
  |  
浏览/下载:106/0
  |  
提交时间:2021/01/08
non-persistent discontinuities
connectivity rate
direct shear test
progressive failure
strength
Modeling the entire progressive failure process of rock slopes using a strength-based criterion
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 126, 页码: 12
作者:
Yang, Yongtao
;
Xu, Dongdong
;
Liu, Feng
;
Zheng, Hong
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2021/05/25
Crack propagation
Rock slope
Progressive failure
Numerical manifold method
Progressive Failure Characteristics of Brittle Rock under High-Strain-Rate Compression Using the Bonded Particle Model
期刊论文
OAI收割
MATERIALS, 2020, 卷号: 13, 期号: 18, 页码: 19
作者:
Huang, Xiaolin
;
Qi, Shengwen
;
Zheng, Bowen
;
Guo, Songfeng
;
Liang, Ning
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2020/12/07
brittle rock
high strain rate
progressive failure characteristics
microcracking
brittleness-to-ductility transition
‘
X’
-shape failure
bonded particle model
Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil-Rock Mixtures Based on Large-Sized Shear Test
期刊论文
OAI收割
APPLIED SCIENCES-BASEL, 2020, 卷号: 10, 期号: 18, 页码: 23
作者:
Li, Zhiqing
;
Hu, Feng
;
Qi, Shengwen
;
Hu, Ruilin
;
Zhou, Yingxin
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2020/12/07
soil–
rock mixture (SRM)
sand–
pebble mixture (SPM)
direct shear test
stone content
shear zone
deformation characteristics
Numerical study on the progressive failure of heterogeneous geomaterials under varied confining stresses
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2020, 卷号: 269, 页码: 15
作者:
Guo, Songfeng
;
Qi, Shengwen
;
Zhan, Zhifa
;
Ma, Lina
;
Gure, Ephrem Getahun
  |  
收藏
  |  
浏览/下载:140/0
  |  
提交时间:2020/05/18
Heterogeneity
Progressive failure
Crack initiation
Rock strength
Confined compression
Numerical investigation on progressive fracture behaviours of macroscopic heterogeneous rock bridge
期刊论文
OAI收割
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 卷号: 24, 期号: 5, 页码: 603-619
作者:
Chen, Hongran
;
Xue, Lei
  |  
收藏
  |  
浏览/下载:60/0
  |  
提交时间:2020/05/18
Confining compression
numerical simulation
rock bridge
macroscopic heterogeneity
fracture pattern
acoustic emission
Effects of bolt profile and grout mixture on shearing behaviors of bolt-grout interface
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 2, 页码: 242-255
作者:
Zhang, Chuanqing
;
Cui, Guojian
;
Chen, Xiangrong
;
Zhou, Hui
;
Deng, Liang
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2021/05/25
Bolt-grout interface
Direct shear test
Shear behavior
Failure mode
Bolt profiles
Failure models of a loess stacked dam: a case study in the Ansai Area (China)
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 卷号: 79, 期号: 2, 页码: 1009-1021
作者:
Xu, Jiangbo
;
Wei, Wei
;
Bao, Han
;
Zhang, Keke
;
Lan, Hengxing
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2020/05/19
Stacked dam
Infiltration
Progressive failure
Numerical simulation and experimental study on floor failure mechanism of typical working face in thick coal seam in Chenghe mining area of Weibei, China
期刊论文
OAI收割
ENVIRONMENTAL EARTH SCIENCES, 2020, 卷号: 79, 期号: 5, 页码: 22
作者:
Li, Ang
;
Ma, Qiang
;
Lian, Yanqing
;
Ma, Li
;
Mu, Qian
  |  
收藏
  |  
浏览/下载:34/0
  |  
提交时间:2020/06/03
Chenghe mining area
No
5 coal seam
Mining under safe water pressure of aquifer
Floor failure depth
Numerical simulation