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CAS IR Grid
机构
武汉岩土力学研究所 [15]
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OAI收割 [15]
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期刊论文 [14]
会议论文 [1]
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2023 [1]
2022 [3]
2021 [1]
2020 [5]
2019 [2]
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Engineerin... [2]
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专题:武汉岩土力学研究所
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Study on the influence of mechanical characteristics of multi-rhythm inter-salt shale oil on fracture propagation in Qianjiang formation, China
期刊论文
OAI收割
JOURNAL OF PETROLEUM EXPLORATION AND PRODUCTION TECHNOLOGY, 2023, 卷号: 13, 期号: 2, 页码: 735
作者:
Zeng, Yijin
;
Guo, Yintong
;
Zhang, Xu
;
Ying, Qiqi
;
Chang, Xin
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Shale oil
Interface characteristics
Hydraulic fracturing
Fracturing fracture
Fracturing vertical propagation
A fast simulation method for hydraulic-fracture-network generation in fractured rock based on fully coupled XFEM
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2022, 卷号: 150, 期号: -, 页码: -
作者:
Zhou, Yun
;
Yang, Diansen
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
XFEM
Hydraulic fracturing
Hydraulic-fracture network
Natural fractures
Fast simulation method
Failure mechanisms and damage evolution of hard rock joints under high stress: Insights from PFC2D modeling
期刊论文
OAI收割
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2022, 卷号: 135, 页码: 394-411
作者:
Meng, Fanzhen
;
Song, Jie
;
Yue, Zhufeng
;
Zhou, Hui
;
Wang, Xiaoshan
  |  
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2022/04/11
PFC modeling
rough joint
high normal stress
crack development
contact force
Mechanical Behavior of the Rock-Concrete Interface for a Bridge Anchorage Structure Using Discrete Element Method
期刊论文
OAI收割
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 20
作者:
Cui, Zhen
;
Zhang, Maochu
;
Sheng, Qian
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2022/04/11
bridge anchorage structure
discrete element method
numerical simulation
rock-concrete interface
mechanical behavior
Mesoscopic pullout behavior of geosynthetics-sand-clay layered reinforced structures using discrete element method
期刊论文
OAI收割
ACTA GEOTECHNICA, 2021, 页码: 20
作者:
Xie, Mingxing
;
Zheng, Junjie
;
Cao, Wenzhao
  |  
收藏
  |  
浏览/下载:60/0
  |  
提交时间:2022/01/05
Clay
Discrete element method
Geosynthetics
Pullout behavior
Resistance
Laboratory investigation into effect of bolt profiles on shear behaviors of bolt-grout interface under constant normal stiffness (CNS) conditions
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 6, 页码: 1234-1248
作者:
Cui, Guojian
;
Zhang, Chuanqing
;
Pan, Yibin
;
Deng, Liang
;
Zhou, Hui
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/05/25
Bolt profile
Constant normal stiffness (CNS)
Shear test
Interface failure characteristics
Shear behaviors
Characterization of the interface between concrete pile and coral reef calcarenite using constant normal stiffness direct shear test
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 页码: 9
作者:
Liu, Haifeng
;
Zhu, Changqi
;
Wang, Ren
;
Cui, Xiang
;
Wang, Tianmin
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2021/05/25
Coral reef calcarenite
Rock-socketed concrete pile
Constant normal stiffness direct shear test
Shear dilation
Mechanical behaviors of interaction between coral sand and structure surface
期刊论文
OAI收割
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:17/0
  |  
提交时间:2021/05/25
coral sand
direct shear test
interaction surface
particle morphology
Physical model tests of the surrounding rock deformation and fracture mechanism of mixed-face ground under TBM tunneling
期刊论文
OAI收割
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 卷号: 24, 期号: 11, 页码: 1744-1760
作者:
Zhou, Hui
;
Song, Ming
;
Zhang, Chuanqing
;
Hu, Dawei
;
Lu, Jingjing
  |  
收藏
  |  
浏览/下载:29/0
  |  
提交时间:2021/05/25
Tunnel boring machine
mixed-face ground
interface between soft and hard rocks
deformation and fracture
model test
Laboratory Investigation on Shear Behaviors of Bolt-Grout Interface Subjected to Constant Normal Stiffness
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2020, 卷号: 53, 期号: 3, 页码: 1333-1347
作者:
Zhang, Chuanqing
;
Cui, Guojian
;
Deng, Liang
;
Zhou, Hui
;
Lu, Jingjing
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2021/05/25
Bolt-grout interface
Direct shear test
Constant normal stiffness
Failure mode
Rock bolt