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On the size-dependent bending and buckling of the partially covered laminated microplate
期刊论文
Engineering with Computers, 2022, 页码: 26
作者:
G. Y. Fu
;
Z. J. Zhang
;
Y. L. Ma
;
H. Y. Zheng
;
Q. J. Guo and X. Y. Zhuang
收藏
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浏览/下载:0/0
  |  
提交时间:2023/06/14
An iterative FEM approach for tunnel shape optimization based on the concept of rational arch axis
期刊论文
STRUCTURES, 2021, 卷号: 34, 页码: 4634-4651
作者:
Bai, Qiangqiang
;
Chen, Jian
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  |  
浏览/下载:25/0
  |  
提交时间:2022/01/05
Rational arch axis
Tunnel shape optimization
Eccentricity
iterative FEM
Harmonic hole
Experimental Study on the Shear Band of Methane Hydrate-Bearing Sediment
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 11, 页码: 16
作者:
Lu XB(鲁晓兵)
;
Zhang XH(张旭辉)
;
Sun FF(孙芳芳)
;
Wang SY(王淑云)
;
Liu LL(刘乐乐)
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  |  
浏览/下载:73/0
  |  
提交时间:2022/01/13
hydrate-bearing sediment
shear band
hydrate saturation
triaxial compression
CT scanning
Dissociation-Induced Deformation of Hydrate-Bearing Silty Sand During Depressurization Under Constant Effective Stress
期刊论文
GEOPHYSICAL RESEARCH LETTERS, 2021, 卷号: 48, 期号: 14, 页码: 10
作者:
Zhou, Jiazuo
;
Zhou, Yuan
;
Yang, Zhoujie
;
Wei, Changfu
;
Wei, Houzhen
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  |  
浏览/下载:29/0
  |  
提交时间:2022/01/05
hydrate-bearing sediment
depressurized dissociation
constant effective stress
partial dissociation
phase boundary
Estimation of the critical buckling load of pile foundations during soil liquefaction
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 146, 页码: 11
作者:
Tang, Liang
;
Man, Xiaofeng
;
Zhang, Xiaoyu
;
Bhattacharya, Subhamoy
;
Cong, Shengyi
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  |  
浏览/下载:37/0
  |  
提交时间:2021/06/18
Liquefaction propagation
Excess pore pressure
Critical buckling load
Geometric imperfections
Pile foundation
Nonlinear Winkler foundation
Damping ratio evolution of saturated Ningbo clays under cyclic confining pressure
期刊论文
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 卷号: 143, 页码: 12
作者:
Huang, Juehao
;
Chen, Jian
;
Ke, Wenhui
;
Zhong, Yu
;
Lu, Yuan
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  |  
浏览/下载:39/0
  |  
提交时间:2021/05/25
Cyclic triaxial test
Damping ratio
Accumulated axial strain
Cyclic stress ratio
Effective consolidated confining pressure
Loading frequency
Cyclic confining pressure
An Insight into the Excavation-Induced Stress Paths on Mechanical Response of Weak Interlayer Zone in Underground Cavern Under High Geostress
期刊论文
ROCK MECHANICS AND ROCK ENGINEERING, 2021, 页码: 24
作者:
Duan, Shu-Qian
;
Jiang, Quan
;
Liu, Guo-Feng
;
Xiong, Jie-Cheng
;
Gao, Po
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  |  
浏览/下载:113/0
  |  
提交时间:2021/05/25
Weak interlayer zone
High geostress
Unloading stress paths
Deformation and strength evolution
Dilatation
Failure mechanism
Experimental study on the acoustic emission response and permeability evolution of tunnel lining concrete during deformation and failure
期刊论文
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 页码: 20
作者:
Shi, Linken
;
Zhou, Hui
;
Gao, Yang
;
Lu, Jingjing
;
Li, Qiantao
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  |  
浏览/下载:18/0
  |  
提交时间:2021/05/25
Tunnel lining
acoustic emission
permeability
deformation
Creep damage characterization of UNS N10003 alloy based on a numerical simulation using the Norton creep law and Kachanov-Rabotnov creep damage model
期刊论文
NUCLEAR SCIENCE AND TECHNIQUES, 2019, 卷号: 30, 期号: 4, 页码: —
作者:
Wang, XY
;
Wang, X
;
Zhang, XC
;
Zhu, SF
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  |  
浏览/下载:22/0
  |  
提交时间:2019/12/30
PREDICTION
SODIUM
Tri-Axial Shear Tests on Hydrate-Bearing Sediments during Hydrate Dissociation with Depressurization
期刊论文
ENERGIES, 2018, 卷号: 11, 期号: 7, 页码: 12
作者:
Li, Dongliang
;
Wu, Qi
;
Wang, Zhe
;
Lu, Jingsheng
;
Liang, Deqing
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2020/10/29
tri-axial shear test
hydrate-bearing sediments
depressurization
hydrate disassociation
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