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科研机构
武汉岩土力学研究所 [71]
内容类型
期刊论文 [60]
会议论文 [11]
发表日期
2022 [1]
2021 [12]
2020 [16]
2019 [10]
2018 [2]
2017 [7]
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专题:武汉岩土力学研究所
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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:61/0
  |  
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
Development and mechanical properties of HDPE/PA6 blends: Polymer-blend geocells
期刊论文
GEOTEXTILES AND GEOMEMBRANES, 2021, 卷号: 49, 期号: 6, 页码: 1600-1612
作者:
Zhao, Yang
;
Lu, Zheng
;
Yao, Hailin
;
Zhang, Jing
;
Yuan, Xuze
收藏
  |  
浏览/下载:51/0
  |  
提交时间:2022/01/05
Geosynthetics
Geocell
Polymer development
Blends
Accelerated creep test
Stepped isothermal method (SIM)
Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 卷号: 118, 页码: 16
作者:
Jiang, Quan
;
Yang, Bing
;
Yan, Fei
;
Xu, Dingping
;
Feng, Guangliang
收藏
  |  
浏览/下载:43/0
  |  
提交时间:2022/01/05
Underground engineering
Rock spalling
Surface morphology
Branching criterion
Roughness anisotropy
A novel micromechanics-enhanced phase-field model for frictional damage and fracture of quasi-brittle geomaterials
期刊论文
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2021, 卷号: 385, 页码: 38
作者:
You, Tao
;
Waisman, Haim
;
Chen, Wei-Zhong
;
Shao, Jian-Fu
;
Zhu, Qi-Zhi
收藏
  |  
浏览/下载:53/0
  |  
提交时间:2021/10/27
Phase field damage
Degradation function
Length scale parameter
Micromechanics
Frictional sliding of microcracks
Riedel shear band
Comparison of shear-induced gas transmissivity of tensile fractures in sandstone and shale under varying effective normal stresses
期刊论文
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2021, 卷号: 95, 页码: 16
作者:
Shen, Nao
;
Li, Xiaochun
;
Zhang, Qiang
;
Wang, Lei
收藏
  |  
浏览/下载:54/0
  |  
提交时间:2022/01/05
Tensile fracture
Fracture transmissivity
Fracture permeability
Shear-seepage test
Fracture roughness
Permeability changes in fractured Tamusu mudstone in the context of radioactive waste disposal
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 卷号: 80, 期号: 10, 页码: 7945-7957
作者:
Yu, Hongdan
;
Lu, Chen
;
Chen, Weizhong
;
Li, Honghui
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2021/10/27
Fractured Tamusu mudstone
Permeability
Thermal effect
Mechanical effect
Self-sealing
Influence of natural caves on hydraulic fracturing pressure curves: numerical modelling and ANNs
期刊论文
ARABIAN JOURNAL OF GEOSCIENCES, 2021, 卷号: 14, 期号: 20, 页码: 22
作者:
Zhang, Meizhu
;
Liu, Zhiyuan
;
Jiang, Quan
;
He, Benguo
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2022/01/05
Carbonate fracture-cavity reservoir
Hydraulic fracturing pressure curve
Natural cave
TOUGH-AiFrac modelling
Artificial neural networks
Tensile Strength and Fracture Surface Morphology of Granite Under Confined Direct Tension Test
期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2021, 期号: -, 页码: 15
作者:
Liu, Yang
;
Huang, Da
;
Cen, Duofeng
;
Zhong, Zhu
;
Gong, Fengqiang
收藏
  |  
浏览/下载:91/0
  |  
提交时间:2021/08/11
Tensile strength
Fracture surface morphology
Confined direct tension test
Confining pressure
Loading rate
Improved box-counting methods to directly estimate the fractal dimension of a rough surface
期刊论文
MEASUREMENT, 2021, 卷号: 177, 页码: 12
作者:
Wu, Mingyang
;
Wang, Wensong
;
Shi, Di
;
Song, Zhenlong
;
Li, Minghui
收藏
  |  
浏览/下载:52/0
  |  
提交时间:2021/06/18
Rough surface
Box-counting dimension
Cubic covering
Stable measurement result
Thick film
Criterion of local symmetry visualized in small eccentric single edge notched bend (E-SENB) rock specimens
期刊论文
ENGINEERING FRACTURE MECHANICS, 2021, 卷号: 248, 页码: 21
作者:
Lin, Qing
;
Bian, Xin
;
Pan, Peng-Zhi
;
Gao, Yue
;
Lu, Yunhu
收藏
  |  
浏览/下载:67/0
  |  
提交时间:2021/06/18
Criterion of local symmetry
Fracture process zone (FPZ)
Digital image correlation (DIC)
Mixed-mode loading
Fracture kink
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