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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
力学研究所 [2]
寒区旱区环境与工程研... [1]
武汉岩土力学研究所 [1]
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会议论文 [2]
期刊论文 [2]
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2020 [1]
2018 [1]
2017 [1]
2010 [1]
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Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks
期刊论文
OAI收割
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:34/0
  |  
提交时间:2021/05/25
Unloading stress levels
Brittle rocks
Fracture mechanisms
Load axial compression and unload confining pressures
Experimental study on mechanical properties of clay sediment containing tetrahydroguran hydrate
会议论文
OAI收割
Sapporo, Japan, June 10, 2018 - June 15, 2018
作者:
Wang SY(王淑云)
;
Lu XB(鲁晓兵)
;
Zhang XH(张旭辉)
  |  
收藏
  |  
浏览/下载:262/0
  |  
提交时间:2018/11/08
Arctic engineering
Compression testing
Failure (mechanical)
Hydrates
Hydration
Mechanical properties
Strain hardening
Stress
strain curves
Clay sediments
Confining pressures
Hydrate dissociation
Hydrate saturation
Strength
Stress strain
Tetrahydrofuran hydrate
Undrained shear strength
Application of acoustic emission, anisotropy of acoustic velocity and palaeomagnetie technology to determine in-situ stress in tight sands
会议论文
OAI收割
Jeju, Korea, Republic of, May 10, 2017 - May 13, 2017
作者:
Shi X
;
Yang L(杨柳)
;
Han QR
  |  
收藏
  |  
浏览/下载:29/0
  |  
提交时间:2018/11/08
Acoustic emission testing
Acoustic wave velocity
Acoustic wave velocity measurement
Anisotropy
Core drilling
Core samples
Hydraulic fracturing
Infill drilling
Magnetization
Rock mechanics
Rocks
Sand consolidation
Stress measurement
Stresses
Acoustic velocity methods
Confining pressures
Geographic orientations
In
situ stress measurement
Kaiser effect
Non destructive testing
Ordos basin , China
Remanent magnetization
The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures
期刊论文
iSwitch采集
COLD REGIONS SCIENCE AND TECHNOLOGY, 2010, 卷号: 60, 期号: 2, 页码: 154-160
作者:
Yang, Yugui
;
Lai, Yuanming
;
Dong, Yuanhong
;
Li, Shuangyang
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2019/10/08
Failure criterion
Frozen soil
High confining pressures
Constitutive model