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科研机构
武汉岩土力学研究所 [28]
内容类型
期刊论文 [28]
发表日期
2020 [28]
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浏览/检索结果:
共28条,第1-10条
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发表日期:2020
专题:武汉岩土力学研究所
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Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress
期刊论文
ADVANCES IN CIVIL ENGINEERING, 2020, 卷号: 2020, 页码: 15
作者:
Yang, Aiwu
;
Yang, Shaokun
;
Xu, Guofang
;
Zhang, Wei
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2021/05/25
Mechanical behaviors of interaction between coral sand and structure surface
期刊论文
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2020, 卷号: 27, 期号: 11, 页码: 3436-3449
作者:
Feng Ze-kang
;
Xu Wen-jie
;
Meng Qing-shan
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2021/05/25
coral sand
direct shear test
interaction surface
particle morphology
Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: a true triaxial experiment investigation
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 页码: 18
作者:
Jiang, Quan
;
Zhang, Meizhu
;
Yan, Fei
;
Su, Guoshao
;
Feng, Xiating
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2021/05/25
Rockburst
Spalling
Unloading rate
Minimum principal stress
Tensile failure
Effect of Material Properties and Strain Rate on Fragmentation of Anisotropic Rock
期刊论文
ADVANCES IN CIVIL ENGINEERING, 2020, 卷号: 2020, 页码: 21
作者:
Wu, R. J.
;
Li, H. B.
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2021/05/25
The triaxial test of construction and demolition (C&D) materials with different particle sizes and sand contents
期刊论文
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 页码: 22
作者:
Li, Lihua
;
Qin, Langling
;
Xiao, Henglin
;
Hu, Zhi
;
Xu, Guofang
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2021/05/25
Construction and demolition materials
large-strain triaxial test
sand contents
particle gradations
constitutive model
Behavior of transversely isotropic shale observed in triaxial tests and Brazilian disc tests
期刊论文
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 卷号: 133, 页码: 20
作者:
Yang, Sheng-Qi
;
Yin, Peng-Fei
;
Li, Bin
;
Yang, Dian-Sen
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2021/05/25
Shale specimen
Bedding plane
Peak strength
Reducing confining pressure
Energy
Full-field strain evolution and characteristic stress levels of rocks containing a single pre-existing flaw under uniaxial compression
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 卷号: 79, 期号: 6, 页码: 3145-3161
作者:
Liu, Liwang
;
Li, Haibo
;
Li, Xiaofeng
;
Wu, Renjie
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2021/05/25
Pre-existing flaw
Digital image correlation method
Full-field strain evolution
Characteristic stress levels
Discrete element method
A Modified Model for Predicting the Strength of Drying-Wetting Cycled Sandstone Based on the P-Wave Velocity
期刊论文
SUSTAINABILITY, 2020, 卷号: 12, 期号: 14, 页码: 17
作者:
Xu, Zhi-Hua
;
Feng, Guang-Liang
;
Sun, Qian-Cheng
;
Zhang, Guo-Dong
;
He, Yu-Ming
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2021/05/25
hydro-fluctuation belt
drying-wetting cycles
sandstone
rock strength prediction
wave velocity
Numerical analyses of mesh size effects on core discing
期刊论文
ARABIAN JOURNAL OF GEOSCIENCES, 2020, 卷号: 13, 期号: 12, 页码: 11
作者:
Lin, Songqing
;
Zhang, Chuanqing
;
Zhou, Hui
;
Dai, Feng
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2021/05/25
Core discing
Mesh size effect
Numerical simulations
Strain-softening model
Tensile failure
Shearing failure
Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 6, 页码: 11
作者:
Cong Yu
;
Wang Zaiquan
;
Zheng Yingren
;
Zhang Liming
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2021/05/25
Unloading stress levels
Brittle rocks
Fracture mechanisms
Load axial compression and unload confining pressures
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