Segui
Ning Zhang
Titolo
Citata da
Citata da
Anno
A variable-parameter creep damage model incorporating the effects of loading frequency for rock salt and its application in a bedded storage cavern
L Ma, M Wang, N Zhang, P Fan, J Li
Rock Mechanics and Rock Engineering 50, 2495-2509, 2017
612017
Numerical manifold computational homogenization for hydro-dynamic analysis of discontinuous heterogeneous porous media
W Wu, Y Yang, H Zheng, L Zhang, N Zhang
Computer Methods in Applied Mechanics and Engineering 388, 114254, 2022
402022
Comprehensive risk evaluation of underground energy storage caverns in bedded rock salt
N Zhang, L Ma, M Wang, Q Zhang, J Li, P Fan
Journal of Loss Prevention in the Process Industries 45, 264-276, 2017
392017
Computational method of large deformation and its application in deep mining tunnel
M Wang, N Zhang, J Li, L Ma, P Fan
Tunnelling and Underground Space Technology 50, 47-53, 2015
332015
The influence of cavern length on deformation and barrier integrity around horizontal energy storage salt caverns
J Li, N Zhang, W Xu, D Naumov, T Fischer, Y Chen, D Zhuang, T Nagel
Energy 244, 123148, 2022
142022
Hydro-mechanical multiscale numerical manifold model of the three-dimensional heterogeneous poro-elasticity
W Wu, Y Yang, Y Shen, H Zheng, C Yuan, N Zhang
Applied Mathematical Modelling 110, 779-818, 2022
122022
A Frictional Spring and Cohesive Contact Model for Accurate Simulation of Contact Forces in Numerical Manifold Method
N Zhang, X Li, X Lin
International Journal for Numerical Methods in Engineering, 2019
122019
Model test of anchoring effect on zonal disintegration in deep surrounding rock masses
XG Chen, QY Zhang, Y Wang, DJ Liu, N Zhang
The Scientific World Journal 2013, 2013
112013
Investigating polymeric foam materials as compressible layer for tunnelling in squeezing ground conditions
H Tian, W Chen, X Tan, Y Tian, N Zhang
Tunnelling and Underground Space Technology 122, 104391, 2022
102022
Time-dependent dilatancy for brittle rocks
J Li, M Wang, K Xia, N Zhang, H Huang
Journal of Rock Mechanics and Geotechnical Engineering 9 (6), 1054-1070, 2017
102017
Analytical study of local damage on concrete slab subjected to a contact explosion
S Yue, Y Qiu, N Zhang, M Wang
Journal of Vibroengineering 19 (2), 908-929, 2017
102017
Investigation of the effective hydro-mechanical properties of soil-rock mixtures using the multiscale numerical manifold model
W Wu, Y Yang, H Zheng, S Wang, N Zhang, Y Wang
Computers and Geotechnics 155, 105191, 2023
92023
Smoothed classic yield function for C2 continuities in tensile cutoff, compressive cap, and deviatoric sections
N Zhang, X Li, D Wang
International Journal of Geomechanics 21 (3), 04021005, 2021
92021
Error‐controlled implicit time integration of elasto‐visco‐plastic constitutive models for rock salt
N Zhang, T Nagel
International Journal for Numerical and Analytical Methods in Geomechanics …, 2020
82020
Energy-based forming and anchoring mechanism and criterion for zonal disintegration
X Chen, N Zhang, T Ma, X Niu, X Liu, T Feng
Theoretical and Applied Fracture Mechanics 97, 349-356, 2018
72018
On hp refinements of independent cover numerical manifold method—some strategies and observations
N Zhang, H Zheng, X Li, WA Wu
Science China Technological Sciences 66 (5), 1335-1351, 2023
62023
Experimental studies on shape and size effects on particle breakage of railway ballast
SF Zheng, Y Liu, N Zhang, X Li, L Gao
Transportation Geotechnics 37, 100883, 2022
52022
Some displacement boundary inaccuracies in numerical manifold method and treatments
N Zhang, X Li, H Zheng, LL Zhang
Journal of Engineering Mechanics 147 (12), 04021105, 2021
42021
Wave attenuation and dispersion in a 6 mm diameter viscoelastic split Hopkinson pressure bar and its correction method
H Zhang, L Ma, Z Luo, N Zhang
Shock and Vibration 2020, 1-10, 2020
42020
Rotation errors in numerical manifold method and a correction based on large deformation theory
N Zhang, X Li, Q Jiang, X Lin
Frontiers of Structural and Civil Engineering 13, 1036-1053, 2019
42019
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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