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Rui Yong
Rui Yong
Rock Mechanics Institute, Ningbo University
Verified email at nbu.edu.cn
Title
Cited by
Cited by
Year
Expressions of rock joint roughness coefficient using neutrosophic interval statistical numbers
J Chen, J Ye, S Du, R Yong
Symmetry 9 (7), 123, 2017
1702017
Determining the maximum sampling interval in rock joint roughness measurements using Fourier series
R Yong, J Ye, B Li, SG Du
International Journal of Rock Mechanics and Mining Sciences 101, 78-88, 2018
1202018
A novel approach for determining landslide pushing force based on landslide-pile interactions
H Tang, X Hu, C Xu, C Li, R Yong, L Wang
Engineering Geology 182, 15-24, 2014
1192014
Stability analysis of stratified rock slopes with spatially variable strength parameters: the case of Qianjiangping landslide
H Tang, R Yong, MAM Ez Eldin
Bulletin of engineering geology and the environment 76, 839-853, 2017
1042017
A damage constitutive model for shear behavior of joints based on determination of the yield point
S Xie, H Lin, Y Chen, R Yong, W Xiong, S Du
International Journal of Rock Mechanics and Mining Sciences 128, 104269, 2020
832020
Estimation of the joint roughness coefficient (JRC) of rock joints by vector similarity measures
R Yong, J Ye, QF Liang, M Huang, SG Du
Bulletin of Engineering geology and the Environment 77, 735-749, 2018
552018
Analytical and numerical analysis for frost heaving stress distribution within rock joints under freezing and thawing cycles
H Lin, D Lei, R Yong, C Jiang, S Du
Environmental Earth Sciences 79, 1-17, 2020
542020
An empirical statistical constitutive relationship for rock joint shearing considering scale effect
H Lin, S Xie, R Yong, Y Chen, S Du
Comptes Rendus. Mécanique 347 (8), 561-575, 2019
512019
Model testing of the spatial–temporal evolution of a landslide failure
J Ma, H Tang, X Hu, A Bobet, R Yong, MAM Ez Eldin
Bulletin of Engineering Geology and the Environment 76, 323-339, 2017
472017
Characterization of joint roughness heterogeneity and its application in representative sample investigations
SG Du, H Lin, R Yong, GJ Liu
Rock Mechanics and Rock Engineering 55 (6), 3253-3277, 2022
442022
Nonlinear shear constitutive model for peak shear-type joints based on improved Harris damage function
S Xie, H Lin, Y Wang, R Cao, R Yong, S Du, J Li
Archives of Civil and Mechanical Engineering 20, 1-14, 2020
442020
Damage evolution characteristics of saw-tooth joint under shear creep condition
X Zhang, H Lin, Y Wang, R Yong, Y Zhao, S Du
International Journal of Damage Mechanics 30 (3), 453-480, 2021
412021
Improved nonlinear Nishihara shear creep model with variable parameters for rock-like materials
H Lin, X Zhang, Y Wang, R Yong, X Fan, S Du, Y Zhao
Advances in Civil Engineering 2020, 1-15, 2020
382020
Effect of non-persistent joints distribution on shear behavior
H Lin, X Ding, R Yong, W Xu, S Du
Comptes Rendus Mécanique 347 (6), 477-489, 2019
382019
An innovative sampling method for determining the scale effect of rock joints
R Yong, JB Qin, M Huang, SG Du, J Liu, GJ Hu
Rock Mechanics and Rock Engineering 52, 935-946, 2019
352019
Neutrosophic functions of the joint roughness coefficient and the shear strength: a case study from the pyroclastic rock mass in Shaoxing City, China
J Ye, R Yong, QF Liang, M Huang, SG Du
Mathematical Problems in Engineering 2016, 2016
332016
A new approach for evaluation of slope stability in large open-pit mines: a case study at the Dexing Copper Mine, China
SG Du, C Saroglou, Y Chen, H Lin, R Yong
Environmental Earth Sciences 81 (3), 102, 2022
322022
Some aggregation operators of neutrosophic Z-numbers and their multicriteria decision making method
S Du, J Ye, R Yong, F Zhang
Complex & Intelligent Systems 7, 429-438, 2021
312021
Expression and analysis of joint roughness coefficient using neutrosophic number functions
J Ye, J Chen, R Yong, S Du
Information 8 (2), 69, 2017
292017
Advances in joint roughness coefficient (JRC) and its engineering applications
N Barton, C Wang, R Yong
Journal of Rock Mechanics and Geotechnical Engineering 15 (12), 3352-3379, 2023
262023
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Articles 1–20