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Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
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武汉岩土力学研究所 [21]
力学研究所 [19]
金属研究所 [10]
地质与地球物理研究所 [2]
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Effect of stress path on the mechanical properties of calcareous sand
期刊论文
OAI收割
UNDERGROUND SPACE, 2023, 卷号: 9, 期号: -, 页码: 20
作者:
Wei, Houzhen
;
Liu, Hao
;
Li, Xiaoxiao
;
Tao, Zhao
;
Wu, Yongjie
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Calcareous sand
Triaxial test
Stress path
Particle breakage
Experimental investigation and modeling of the mechanical behaviour of Yanji swelling mudstone subjected to wetting-drying-freezing-thawing cycles
期刊论文
OAI收割
TRANSPORTATION GEOTECHNICS, 2023, 卷号: 39, 期号: -, 页码: -
作者:
Zeng, Zhixiong
;
Kong, Ling-Wei
;
Cui, Yu-Jun
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
Swelling mudstone
Wetting -drying-freezing-thawing cycle
Stress -strain behaviour
Microstructure
Modelling
Effects of particle shape on triaxial compression behaviours of realistic ballast particles based on M-A-V-L particle shape evaluation system
期刊论文
OAI收割
GRANULAR MATTER, 2023, 卷号: 25, 期号: 1, 页码: -
作者:
Zhao, Lianheng
;
Deng, Min
;
Zhang, Shuaihao
;
Huang, Dongliang
;
Qiao, Nan
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
DEM modelling
Particle shape
Railway ballast
Triaxial compression
Fabric anisotropy
Influence of Water Content on the Shear Strength of Rock Joints with Clay-Rich Fillings
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 2, 页码: 1437
作者:
Kang, Yongshui
;
Hou, Congcong
;
Liu, Bin
;
Bai, Weiwei
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Faulted zone
Rock joints
Clay-rich filling
Shear test
Tunnelling
Experimental and Numerical Simulation Study on the Influence of Gaseous Water on the Mechanical Properties of Red-Layer Mudstone in Central Sichuan
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2023
作者:
Huang, Kang
;
Yu, Fei
;
Zhang, Wei
;
Tong, Kaiwen
;
Li, Shichang
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
Red-layer mudstone
Water influence
Mechanical properties
Discrete element method
Heterogeneity
Mechanical properties of tailings with dipping interlayers under high confining pressure
期刊论文
OAI收割
GEOMECHANICS AND ENGINEERING, 2022, 卷号: 31, 期号: 6, 页码: 557
作者:
Chen, Qinglin
;
Li, Zugui
;
Dai, Zeyu
;
Wang, Xiaojun
;
Zhang, Chao
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/08/02
critical state
deformation patterns
fine-grained interlayer
high confining pressure
tailings
A Unified Deterioration Model for Elastic Modulus of Rocks with Coupling Influence of Plastic Shear Strain and Confining Stress
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2022, 卷号: 55, 期号: 12, 页码: 7409
作者:
Cui, Lan
;
Sheng, Qian
;
Zheng, Junjie
;
Xie, Mingxing
;
Liu, Yang
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/08/02
Elastic modulus
Plastic strain
Confining stress
Deterioration model
Nonlinear fitting regression method
Free vibration analysis of functionally graded graphene nanocomposite beams partially in contact with fluid
期刊论文
OAI收割
COMPOSITE STRUCTURES, 2022, 卷号: 291, 页码: 13
作者:
Wu, Helong
;
Li, Yilin
;
Li, Long
;
Kitipornchai, Sritawat
;
Wang, Lin
  |  
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2022/07/18
Free vibration
Graphene nanocomposite
Functionally graded material
Fluid-structure interaction
Generalized differential quadrature
Experimental and numerical study on the mechanical properties of the rock-concrete contact surface for consideration of ground-liner interaction in rock tunnelling
期刊论文
OAI收割
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 页码: 17
作者:
Zhang, Maochu
;
Sheng, Qian
;
Cui, Zhen
  |  
收藏
  |  
浏览/下载:36/0
  |  
提交时间:2022/04/11
Rock-concrete contact surface
tunnel liner
shear mechanical behaviour
continuously yielding model
numerical simulation
A comprehensive investigation on the shear properties of interlayer shear weakness zones
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 卷号: 80, 期号: 11, 页码: 8765-8787
作者:
Han, Gang
;
Zhou, Hui
;
Hou, Jing
;
Zhang, Chuanqing
;
Singh, Hemant Kumar
  |  
收藏
  |  
浏览/下载:61/0
  |  
提交时间:2022/01/05
Interlayer shear weakness zones
Shear behaviour
Numerical simulation
Infilling ratio
Failure modes
First- and second-order asperities