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Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation
Journal article
Li, Xue, Zhou, Wan Huan, Liu, Jiankun, Wang, Chao. Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation[J]. ACTA GEOTECHNICA, 2024, 19(8), 5757-5779.
Authors:
Li, Xue
;
Zhou, Wan Huan
;
Liu, Jiankun
;
Wang, Chao
Favorite
|
TC[WOS]:
3
TC[Scopus]:
4
IF:
5.6
/
6.0
|
Submit date:2024/05/16
Coral Sand
Critical State
Equivalent Void Ratio
Maximum Dilation Angle
Non-plastic Fines
Stress-dilatancy
Numerical analysis of slope collapse using SPH and the SIMSAND critical state model
Journal article
Lu, Zhao, Jin, Zhuang, Kotronis, Panagiotis. Numerical analysis of slope collapse using SPH and the SIMSAND critical state model[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2022, 14(1), 169-179.
Authors:
Lu, Zhao
;
Jin, Zhuang
;
Kotronis, Panagiotis
Favorite
|
TC[WOS]:
10
TC[Scopus]:
11
IF:
9.4
/
7.6
|
Submit date:2022/03/04
Granular Material
Smoothed Particle Hydrodynamics (Sph)
Large Deformations
Landslide
Critical State
Slope Failure
Sand
Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model
Journal article
Jin, Zhuang, Lu, Zhao, Yang, Yi. Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model[J]. Journal of Zhejiang University: Science A, 2021, 22(11), 882-893.
Authors:
Jin, Zhuang
;
Lu, Zhao
;
Yang, Yi
Favorite
|
TC[WOS]:
10
TC[Scopus]:
10
IF:
3.3
/
2.9
|
Submit date:2021/12/08
Collapse
Critical State
Granular Material
Large Deformations
Smoothed Particle Hydrodynamics (Sph)
Tu434
Influence of mineral dissolution on the mechanical behaviour of a granular assembly under complex stress states
Journal article
C. Chen, L. M. Zhang, P. Shen. Influence of mineral dissolution on the mechanical behaviour of a granular assembly under complex stress states[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 136.
Authors:
C. Chen
;
L. M. Zhang
;
P. Shen
Favorite
|
TC[WOS]:
12
TC[Scopus]:
13
IF:
7.0
/
7.7
|
Submit date:2021/11/30
Critical State
Particle Removal
Salt Dissolution
Shear Strength
Stress State
Stress-strain Behaviour
A state-failure-network method to identify critical components in power systems
Journal article
Li,Linzhi, Wu,Hao, Song,Yonghua, Liu,Yi. A state-failure-network method to identify critical components in power systems[J]. Electric Power Systems Research, 2020, 181.
Authors:
Li,Linzhi
;
Wu,Hao
;
Song,Yonghua
;
Liu,Yi
Favorite
|
TC[WOS]:
12
TC[Scopus]:
22
IF:
3.3
/
3.3
|
Submit date:2021/03/09
Blackout Mitigation
Cascading Failure
Critical Component Identification
State-failure Network
Observations on fabric evolution to a common micromechanical state at the soil-structure interface
Journal article
Hua‐Xiang Zhu, Wan‐Huan Zhou, Xue‐Ying Jing, Zhen‐Yu Yin. Observations on fabric evolution to a common micromechanical state at the soil-structure interface[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(15), 2449-2470.
Authors:
Hua‐Xiang Zhu
;
Wan‐Huan Zhou
;
Xue‐Ying Jing
;
Zhen‐Yu Yin
Favorite
|
TC[WOS]:
29
TC[Scopus]:
29
IF:
3.4
/
3.8
|
Submit date:2021/03/11
Critical State
Granular Material
Microstructure
Soil Fabric
Soil-structure Interface
Strain Localization
Observations on fabric evolution to a common micromechanical state at the soil‐structure interface
Journal article
Zhu, H. X., Zhou, W. H., Jing, X. Y., Yin, Z. Y.. Observations on fabric evolution to a common micromechanical state at the soil‐structure interface[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(15), 2449-2470.
Authors:
Zhu, H. X.
;
Zhou, W. H.
;
Jing, X. Y.
;
Yin, Z. Y.
Favorite
|
TC[WOS]:
29
TC[Scopus]:
29
IF:
3.4
/
3.8
|
Submit date:2022/08/20
Critical State
Granular Material
Microstructure
Soil Fabric
Soil‐structure Interface
Strain Localization
Bayesian model selection for sand with generalization ability evaluation
Journal article
Yin‐Fu Jin, Zhen‐Yu Yin, Wan‐Huan Zhou, Jian‐Fu Shao. Bayesian model selection for sand with generalization ability evaluation[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(14), 2305-2327.
Authors:
Yin‐Fu Jin
;
Zhen‐Yu Yin
;
Wan‐Huan Zhou
;
Jian‐Fu Shao
Favorite
|
TC[WOS]:
52
TC[Scopus]:
54
IF:
3.4
/
3.8
|
Submit date:2021/03/11
Bayesian Theory
Constitutive Relation
Critical State
Generalization Ability
Sand
Transitional Markov Chain Monte Carlo