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武汉岩土力学研究... [281]
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期刊论文 [228]
会议论文 [53]
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2022 [6]
2021 [40]
2020 [41]
2019 [33]
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Anisotropic damage model of wellbore cement sheath for underground salt cavern gas storage
期刊论文
CONSTRUCTION AND BUILDING MATERIALS, 2022, 卷号: 320, 页码: 15
作者:
He, Tao
;
Wang, Tongtao
;
Xie, Dongzhou
;
Liu, Junhua
;
Daemen, J. J. K.
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浏览/下载:85/0
  |  
提交时间:2022/02/17
Underground salt cavern gas storage
Completion cement
Anisotropy damage
Wellbore failure
Constitutive equation
Rate-Dependent Characteristics of Damage and Roughness Degradation of Three-Dimensional Artificial Joint Surfaces
期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 页码: 17
作者:
Shen, Hui
;
Liu, Yaqun
;
Li, Haibo
;
Wu, Duohua
;
Xia, Xiang
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  |  
浏览/下载:86/0
  |  
提交时间:2022/02/17
Shear velocity
Joint surface
Damage evolution
3D joint roughness parameter
Roughness degradation
The mechanism of pores enhancing the deformation of completion cement under confining pressure
期刊论文
CEMENT & CONCRETE COMPOSITES, 2022, 卷号: 125, 页码: 15
作者:
He, Tao
;
Wang, Tongtao
;
Xie, Dongzhou
;
Daemen, J. J. K.
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  |  
浏览/下载:80/0
  |  
提交时间:2022/01/05
Anisotropic damage
Cement with pores
Gas storage wellbore
Large deformation
Interface failure
Experimental and numerical investigations on damage assessment of high-density polyethylene pipe subjected to blast loads
期刊论文
ENGINEERING FAILURE ANALYSIS, 2022, 卷号: 131, 页码: 17
作者:
Wu, Tingyao
;
Jiang, Nan
;
Zhou, Chuanbo
;
Luo, Xuedong
;
Li, Haibo
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  |  
浏览/下载:80/0
  |  
提交时间:2022/01/05
Blast loads
High-density polyethylene pipe
Full-scale field tests
Numerical investigations
Damage prediction model
Technical path of model reconstruction and shear wear analysis for natural joint based on 3D scanning technology
期刊论文
MEASUREMENT, 2022, 卷号: 188, 页码: 14
作者:
Song, Leibo
;
Jiang, Quan
;
Zhong, Zhen
;
Dai, Feng
;
Wang, Gang
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  |  
浏览/下载:63/0
  |  
提交时间:2022/02/17
Joint model
3D scanning technology
Reverse engineering
Shear wear characteristics
Quantification of the GSI and D values in the Hoek-Brown criterion using the rock quality designation (RQD) and discontinuity surface condition rating (SCR)
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 1, 页码: 21
作者:
Xia, Kaizong
;
Chen, Congxin
;
Wang, Tianlong
;
Pang, Hansong
;
Liu, Xuanting
收藏
  |  
浏览/下载:62/0
  |  
提交时间:2022/02/17
Hoek-Brown criterion
Rock mass mechanical parameters
Rock quality designation
Surface condition rating
Disturbance factor
Geological strength index
The stability analysis of weak structural planes based on multi-frequency ultrasonic imaging characteristics during rock and soil physical model tests
期刊论文
ENVIRONMENTAL EARTH SCIENCES, 2021, 卷号: 80, 期号: 23, 页码: 12
作者:
Zou, Xianjian
;
Chen, Bingrui
;
Song, Huan
;
Ma, Zhimin
;
Chen, Shuangyuan
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  |  
浏览/下载:44/0
  |  
提交时间:2022/01/05
Ultrasonic imaging
Weak structural plane
Stability analysis
Morphological characteristics
Physical model test
Size dependences of the mechanical behaviors of basalt rock blocks with hidden joints analyzed using a hybrid DFN-FDEM model
期刊论文
ENGINEERING FRACTURE MECHANICS, 2021, 卷号: 258, 页码: 22
作者:
Liu, Zhenjiang
;
Wang, Huabin
;
Zhang, Chuanqing
;
Zhou, Bo
;
Zhou, Hui
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2022/01/05
Basalt
Hidden joints
Synthetic rock mass method
Mechanical behavior
Size effect
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:44/0
  |  
提交时间:2022/01/05
Underground engineering
Rock spalling
Surface morphology
Branching criterion
Roughness anisotropy
Mechanism of Rock Bursts Induced by the Synthetic Action of "Roof Bending and Rock Pillar Prying" in Subvertical Extra-Thick Coal Seams
期刊论文
FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 16
作者:
Wu, Zhenhua
;
Pan, Peng-Zhi
;
Chen, Jianqiang
;
Liu, Xudong
;
Miao, Shuting
收藏
  |  
浏览/下载:39/0
  |  
提交时间:2022/02/17
rock bursts
subvertical extra-thick coal seams
adjacent coal seams
roof bending
rock pillar prying
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