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武汉岩土力学研究所 [11]
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期刊论文 [27]
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Real-time monitoring of the development of brittle fracture in hard rock tunnels based on physical model test
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2022, 卷号: 119, 页码: 11
作者:
Zhu, Guo-Qiang
;
Feng, Xia-Ting
;
Pan, Peng-Zhi
;
Zhou, Yang-Yi
;
Yang, Cheng-Xiang
收藏
  |  
浏览/下载:58/0
  |  
提交时间:2022/01/05
Physical model test
Hard rock tunnel
Similarity theories
V-Shaped brittle fracture
Crack evolution
Elasto-plastic cellular automaton
Spalling
Excavation and kinematic analysis of a shallow large-span tunnel in an up-soft/low-hard rock stratum
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 卷号: 97, 页码: 13
作者:
Tu, Hongliang
;
Zhou, Hui
;
Qiao, Chunsheng
;
Gao, Yang
收藏
  |  
浏览/下载:64/0
  |  
提交时间:2021/05/25
Up-soft/low-hard rock stratum
Shallow-buried large-span tunnel
Kinematic mechanism
Excavation method
Field monitoring
Time-Dependent Deformation Mechanism for Swelling Soft-Rock Tunnels in Coal Mines and Its Mathematical Deduction
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 3, 页码: 10
作者:
Yu, Jin
;
Liu, Gengyun
;
Cai, Yanyan
;
Zhou, Jianfeng
;
Liu, Shiyu
收藏
  |  
浏览/下载:32/0
  |  
提交时间:2021/05/25
Swelling soft-rock tunnels
Time-dependent deformation
Modified Nishihara model
Humidity field theory
Rock dilation model
Numerical Study of P-Waves Propagating across Deep Rock Masses Based on the Hoek-Brown Model
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 2, 页码: 9
作者:
Zheng, Yun
;
Chen, Congxin
;
Liu, Tingting
;
Zhang, Wei
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2021/05/25
Deep underground engineering
Rock mass
Wave transmission
Hoek-Brown model
Numerical simulation
Novel grain-based model for simulation of brittle failure of Alxa porphyritic granite
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 251, 页码: 100-114
作者:
Zhou, Jian
;
Lan, Hengxing
;
Zhang, Luqing
;
Yang, Duoxing
;
Song, Jie
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  |  
浏览/下载:50/0
  |  
提交时间:2019/05/22
Novel grain-based model
Microcracking evolution
Particle flow code
Numerical modeling
Spatial distribution of minerals
Alxa porphyritic granite
Novel grain-based model for simulation of brittle failure of Alxa porphyritic granite
期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 251, 页码: 100-114
作者:
Zhou, Jian
;
Lan, Hengxing
;
Zhang, Luqing
;
Yang, Duoxing
;
Song, Jie
收藏
  |  
浏览/下载:63/0
  |  
提交时间:2019/05/20
Novel grain-based model
Microcracking evolution
Particle flow code
Numerical modeling
Spatial distribution of minerals
Alxa porphyritic granite
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:
Li, Xiaochun
;
Bai, Bing
;
Wang, Haibin
;
Shi, Lu
收藏
  |  
浏览/下载:47/0
  |  
提交时间:2019/03/05
Barton criterion
extended finite element method
factor of safety
generalized Hoek-Brown criterion
limit equilibrium method
slope stability
A cohesion loss model for determining residual strength of intact rocks
期刊论文
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 卷号: 119
作者:
Peng, Jun
;
Cai, Ming
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  |  
浏览/下载:8/0
  |  
提交时间:2019/12/05
Residual strength
Cohesion loss
Hoek-Brown (H-B) strength model
Intact rock
Rock type
Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2019, 卷号: 16, 期号: 5, 页码: 1170-1183
作者:
Zhang, Yan-jun
;
Nian, Ting-kai
;
Guo, Xing-sen
;
Chen, Guang-qi
;
Zheng, Lu
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2020/11/03
Slope stability
Stratified rock
Buckling
Scale effect
Bawang Mountain
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect
期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:
Shi, Lu
;
Wang, Haibin
;
Bai, Bing
;
Li, Xiaochun
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2020/04/08
Barton criterion
extended finite element method
factor of safety
generalized Hoek-Brown criterion
limit equilibrium method
slope stability
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