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CAS IR Grid
机构
武汉岩土力学研究所 [23]
近代物理研究所 [2]
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OAI收割 [25]
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期刊论文 [24]
会议论文 [1]
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2023 [6]
2022 [6]
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2020 [5]
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Engineerin... [9]
Geology [6]
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Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 159
作者:
Xu, Huaisheng
;
Xu, Dingping
;
Li, Shaojun
;
Zheng, Minzong
;
Huang, Xiang
  |  
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2023/08/02
In situ stress field
Back analysis
Stress tensor
Similarity
Euclidean distance
Euler angle
Experimental Study on Mechanical Properties of Deeply Buried Granite During Layered Excavation of Large Underground Caverns
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 7, 页码: 4757
作者:
Xia, Yuelin
;
Xu, Dingping
;
Qiu, Shili
;
Liu, Xiuyang
;
Huang, Xiang
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2023/08/02
Deeply buried granite
Multistep unloading confining pressure
Cyclic loading-unloading
Critical stress thresholds
Rock mechanical parameters
Shuangjiangkou underground caverns
Experimental Evaluation of the Scale of Fluctuations in Rock Using Ultrasonic Tests
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 卷号: 23, 期号: 5
作者:
Liu, Jian
;
Jiang, Quan
;
Xu, Dingping
;
Zheng, Hong
;
Chen, Tao
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2023/08/02
Scale of fluctuation
Ultrasonic test
Spatial variability
Rock mass
Granite
Anisotropic mechanical properties of quartz mica schist subjected to true triaxial compression
期刊论文
OAI收割
ENVIRONMENTAL EARTH SCIENCES, 2023, 卷号: 82, 期号: 9
作者:
Liu, Xufeng
;
Zhou, Yangyi
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:21/0
  |  
提交时间:2023/08/02
Anisotropic mechanical property
Schistosity structure
True triaxial compression
Deep-layered rock engineering
Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2023, 卷号: 312, 期号: -, 页码: -
作者:
Xia, Yuelin
;
Feng, Xia-Ting
;
Yang, Chengxiang
;
Li, Shaojun
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Large underground powerhouse
High tectonic stress
Unloading crack
Stress evolution
True triaxial unloading test
Excavation optimization
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 卷号: 23, 期号: 1
作者:
Yang, Yao
;
Jiang, Quan
;
Liu, Jian
;
Zheng, Hong
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/08/02
Jointed rock masses
Compliance tensor
Constitutive model
Numerical simulation
Underground caverns
Shear testing on rock tunnel models under constant normal stress conditions
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 6, 页码: 1722
作者:
Yang, Bing
;
Jiang, Quan
;
Feng, Xiating
;
Xin, Jie
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:13/0
  |  
提交时间:2023/08/02
Circular tunnel model
Compression-shear test
Spalling
Numerical simulation
Fracture surface roughness
Uncertainty quantification for characterization of rock elastic modulus based on P-velocity
期刊论文
OAI收割
GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2022
作者:
Liu, Jian
;
Jiang, Quan
;
Xu, Dingping
;
Zheng, Hong
;
Gong, Fengqiang
  |  
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/08/02
Bayesian methods
ultrasonic testing
elastic modulus
uncertainty quantification
informative prior
Shear failure process of rectangular tunnel: Physical experimental test and numerical back-analysis
期刊论文
OAI收割
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 卷号: 120
作者:
Jiang, Quan
;
Xin, Jie
;
Xu, Dingping
;
Liu, Qiang
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Physical simulation
Shear failure
Rectangular tunnel
Crack evolution
Discrete element method
Time-Dependent Behavior of Jinping Deep Marble Taking into Account the Coupling Between Excavation Damage and High Pore Pressure
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 8, 页码: 4893
作者:
Huang, Xiang
;
Li, Shaojun
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2023/08/02
Deep marble
Excavation damage
High pore pressure
Creep experiment
Damage creep model