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武汉岩土力学研究... [269]
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期刊论文 [235]
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专题:武汉岩土力学研究所
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A novel damaged-based numerical manifold method to simulate the failure process of brittle rocks from damage evolution to crack initiation, propagation and coalescence
期刊论文
OAI收割
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 卷号: 155, 期号: -, 页码: 452
作者:
Cao, Yongsheng
;
Yu, Qinglei
;
Zhou, Guanglei
;
Yu, Xianyang
;
Xu, Xiaodong
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收藏
  |  
浏览/下载:69/0
  |  
提交时间:2023/08/02
Numerical manifold method
Damage and fracture behavior
Heterogeneity
Crack initiation
Crack evolution technique
Time-dependent virtual crack model of rock with application to slope stability
期刊论文
OAI收割
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2023, 卷号: 154, 期号: -, 页码: 172
作者:
Yu, Xian-yang
;
Xu, Tao
;
Heap, Michael J.
;
Heng, Zhen
;
Ranjith, P. G.
  |  
收藏
  |  
浏览/下载:77/0
  |  
提交时间:2023/08/02
Numerical manifold method
Time -dependent deformation
Subcritical crack growth
Granite
Virtual crack
Slope
Rocky Slope Stability Prediction Model and Its Engineering Application Based on the VIKOR and Binary Semantics
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3300
作者:
Zhang, Lewen
;
Guo, Deyu
;
Wu, Jing
  |  
收藏
  |  
浏览/下载:8/0
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提交时间:2023/08/02
Slope stability prediction
Comprehensive weight
VIKOR and the binary semantic approach
Visual windows and software systems
Engineering application
Elastoplastic Damage Behavior of Rocks: A Case Study of Sandstone and Salt Rock
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 8, 页码: 5621
作者:
Chen, Xiangsheng
;
Li, Yinping
;
Tong, Lihong
;
Geng, Daxin
;
Dong, Zhikai
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
Rock mechanics
Salt rock
Sandstone
Damage evolution
Triaxial compression test
Strength, deformation, and failure characteristics of hollow cylinder sandstone under axial-torsional tests
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 8, 页码: -
作者:
Jiang, Yue
;
Zhou, Hui
;
Lu, Jingjing
;
Gao, Yang
;
Li, Zhen
  |  
收藏
  |  
浏览/下载:63/0
  |  
提交时间:2023/08/02
Axial-torsional test
Hollow cylinder sandstone
Principal stress axis rotation
Rock strength
Deformation characteristics
Crack propagation
Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3255
作者:
Gao, Zhiao
;
Kong, Lingwei
;
Zhou, Zhenhua
;
Wang, Shuangjiao
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收藏
  |  
浏览/下载:10/0
  |  
提交时间:2023/08/02
Fissures
Uniaxial compression
Stress-strain-resistivity curves
Digital image correlation (DIC)
Damage model
Oil and gas casing 3D visualization technology based on multi-frequency ultrasonic scanning
期刊论文
OAI收割
PETROLEUM SCIENCE AND TECHNOLOGY, 2023, 卷号: 41, 期号: 13, 页码: 1328
作者:
Wang, Jinchao
;
Liu, Fei
;
Xu, Hanhua
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收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
3D visualization
multi-frequency ultrasound
nondestructive testing
oil and gas casing
ultrasonic scanning
Fracture initiation and propagation of supercritical carbon dioxide fracturing in calcite-rich shale: A coupled thermal-hydraulic-mechanical-chemical simulation
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 167, 期号: -, 页码: -
作者:
Wu, Lin
;
Hou, Zhengmeng
;
Xie, Yachen
;
Luo, Zhifeng
;
Xiong, Ying
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
scCO2 fracturing
Calcite-rich shale
THMC coupling
Injection temperature
Calcite dissolution
Investigation of the behavior of a tunnel subjected to strike-slip fault rupture with experimental approach
期刊论文
OAI收割
GEOMECHANICS AND ENGINEERING, 2023, 卷号: 33, 期号: 5, 页码: 477
作者:
Cui, Zhen
;
Wang, Tianqiang
;
Sheng, Qian
;
Zhou, Guangxin
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
deformation profile
failure pattern
strain distribution features
strike-slip fault
water conveyance tunnel
An accelerated creep model for the rock downstream of a Xianglushan tunnel
期刊论文
OAI收割
MECHANICS OF TIME-DEPENDENT MATERIALS, 2023, 卷号: 27, 期号: 2, 页码: 251
作者:
Liu, Wenbo
;
Liu, Qing
;
Li, Jian
;
Zhou, Hui
;
Zhao, Chengwei
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Triaxial creep
Time
Damage creep model
Method for determining creep parameters