Article
Environmental Sciences
Yuan Wei, Liu Sifan, Tan Hanhua, Niu Jiandong, Jiang Zhiling, Li Xilai, Peng Shu, Xue Yanyu, Wang Wei, Sun Xiaoyun
Summary: A new method for calculating the JRC of rock joints was proposed, which accurately quantified the JRC of two-dimensional joints. The accuracy of the JRC greatly depends on the sampling interval along the joint profile, with a recommended length of no greater than (1/120) L.
ENVIRONMENTAL EARTH SCIENCES
(2021)
Article
Engineering, Geological
Sayedalireza Fereshtenejad, Jineon Kim, Jae-Joon Song
Summary: This paper introduces an empirical equation to evaluate the shear strength of rock mass with nonpersistent joints and presents a novel specimen preparation method. The effects of influential parameters on shear strength were studied through experimental work, culminating in an empirical equation for calculating shear strength.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2021)
Article
Engineering, Environmental
Dan Huang, Wen Tang, Xiao-qing Li
Summary: In this study, the relationships between nonpersistent joints and intact rock bridges in rock masses were explored using discrete fracture network (DFN) technology and synthetic rock mass (SRM) technology. The effects of geometrical parameters on the mechanical properties and failure mechanism of the models were studied. The failure process of the nonpersistent jointed rock mass under uniaxial compression was investigated, and six failure modes were predicted. The damage constitutive model fit well with the stress-strain curve and was suitable for brittle failure of a jointed rock mass.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2023)
Article
Green & Sustainable Science & Technology
Jiayi Shen, Chenhao Sun, Huajie Huang, Jiawang Chen, Chuangzhou Wu
Summary: The scale effects on the shear strength of rock joints caused by normal stresses have been investigated in this study. A synthetic sandstone rock model with a standard joint roughness coefficient (JRC) profile was built using a two-dimensional particle flow code (PFC2D). The scale effect index (SEI), which is equal to JRC plus two times the normal stress (s(n)) in megapascals (MPa), was introduced to identify the types of shear failure. The results show that the failure type and the degree of scale effects depend on JRC and s(n), with more pronounced scale effects observed at low normal stress conditions (s(n) < 2 MPa).
Article
Engineering, Geological
S. C. Wang, X. X. Yang, W. T. Li, W. G. Qiao
Summary: This study conducted direct shear tests on rock specimens with two parallel incipient joints through a newly proposed method to better understand the influence of rock bridges. The failure process of nonpersistent closed rough joints was divided into seven stages, which were successfully verified using PFC2D. The roughness of the joint surface altered the mobilization pattern and the rock bridge weakened the transmission of shear stress, causing unsynchronized mobilization displacements of the joints on either side of the rock bridge. The rock bridge reduced the peak displacement of the joint surface by altering the degree of wear, while increasing the peak displacement of the rock bridge due to the unsynchronized mobilization of the joint surface, thereby altering the failure behavior of the rock joints.
ROCK MECHANICS AND ROCK ENGINEERING
(2023)
Article
Computer Science, Interdisciplinary Applications
Ri-hong Cao, Rubing Yao, Hang Lin, Qi-bin Lin, Qingbing Meng, Tianbin Li
Summary: This paper investigates the shear failure behavior of 3D nonpersistent jointed rock masses through laboratory tests and numerical simulations. The results show that the shear strength, cohesion, and friction angle decrease with increasing joint persistence. A 3D DEM model with nonpersistent joints is established and the numerical results are consistent with the laboratory results. The crack initiation, propagation, and coalescence on the joint specimens are analyzed at the microscale.
COMPUTERS AND GEOTECHNICS
(2022)
Article
Energy & Fuels
Zhongliang Feng, Xin Chen, Yu Fu, Shaoshuai Qing, Tongguan Xie
Summary: This study investigated the influence of joint inclination angle on the mechanical behavior of jointed rock masses through physical model experiments and numerical modeling. The correlation between joint inclination angle, AE characteristics, and failure modes was revealed, as well as the three-stage response of pre-existing joints. The findings contribute to a better understanding of the critical factors controlling rock mass stability.
Article
Mining & Mineral Processing
Liren Ban, Weisheng Du, Tianwei Jin, Chengzhi Qi, Xiaozhao Li
Summary: This study proposed a reasonable roughness parameter to reflect the PSS of rock joints and developed a new PSS model, which was validated to be suitable for different types of rock joints except for gneiss joints. The model has the form of the Mohr-Coulomb model, revealing the relationship between 3D roughness parameters and the peak dilation angle.
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY
(2021)
Article
Engineering, Geological
Daping Tai, Shengwen Qi, Bowen Zheng, Chonglang Wang, Songfeng Guo, Guangming Luo
Summary: In this study, the effects of joint row number and inclination on the stress-strain characteristics and failure mode of rock were investigated using numerical models and laboratory direct shear tests. The results showed that joints significantly increased post-peak energy dissipation but had little effect on energy proportion before the peak.
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
(2023)
Article
Engineering, Civil
Yongning Wu, Yang Zhao, Peng Tang, Wenhai Wang, Lishuai Jiang
Summary: By introducing the technology of synthetic rock mass, the influence of nonpersistent joint network parameters on the mechanical properties and failure modes of jointed rock masses is studied. The compressive strength and discreteness of the rock mass change as the size of the joints in the rock mass increases. The location and density of the joints greatly affect the failure mode and displacement degree of the jointed rock mass.
GEOMECHANICS AND ENGINEERING
(2022)
Article
Chemistry, Physical
Wenwei Gao, Hairong Yang, Le Wang, Ruilin Hu
Summary: Through numerical simulations and experimental studies, this paper finds that as the rock block proportion increases, the peak strength of the soil-rock mixtures increases, the fluctuations of the post-peak become more obvious, and the dilatancy of the sample increases. The width of the shear band increases, the distribution of cracks becomes more complex and dispersed, and the range of the shear zone increases. The number of rock blocks with rotation also increases significantly, with rotation angles mostly between -5 degrees and 5 degrees; the strain energy of S-RMs with different rock block proportions follows the same change rule as axial strain, showing a trend of first increasing and then decreasing, like the stress-strain curve.
Article
Engineering, Environmental
Chang'an Qin, Guoqing Chen, Tianbin Li, Kaiyun Hu, Guowei Zhang
Summary: The shear behaviors of sandstone specimens containing nonpersistent joints are investigated through a standard direct shear test under unloading normal stress, and the results are compared with conventional direct shear tests. The overall cracking behavior of the rock bridge without a precursor is observed under unloading conditions, while segmented progressive coalescence is observed under loading conditions. The cohesion and internal friction angle are affected by the continuity factor, with smaller cohesion and larger internal friction angle under unloading conditions and the opposite relationship under loading conditions. The evolution of shear strength parameter affected by the continuity factor is revealed through analysis of the damage degree of the rock bridge per unit length. The failure plane characteristics reflect basement sliding behavior and striated scratch-like gullies are caused by tensile damage.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2023)
Article
Engineering, Geological
J. G. Gutierrez-Ch, S. Senent, S. Melentijevic, R. Jimenez
Summary: The study utilized the Distinct Element Method to analyze the response of rock-socketed piles, introducing 3D models with non-standard contact laws and proposing a new method to estimate side shear resistance.
ROCK MECHANICS AND ROCK ENGINEERING
(2021)
Article
Engineering, Geological
Hadi Fathipour-Azar
Summary: This paper proposes an interpretable shear strength criterion for rock joints based on the MARS algorithm, and performs sensitivity analysis on the criterion. It also comparatively evaluates the performance of five surrogate soft computing methods for predicting the shear strength of rock discontinuities, and finds that GP, AMT, and RBF models have better prediction performance than MARS and EN models.
Article
Engineering, Geological
Mostafa Asadizadeh, Mahdi Moosavi, Mohammad Farouq Hossaini, Ahmadreza Hedayat, Taghi Sherizadeh, Hossein Masoumi
Summary: Characterizing the mechanical behavior of jointed rocks is crucial for understanding the behavior of structures in rock masses. In this study, synthetic jointed rocks with nonpersistent rough joints were numerically investigated under uniaxial compressive and shear loadings. The results showed that the joint roughness coefficient and normal stress had a more pronounced effect on the shear strength, while the bridge angle and length had a smaller impact. Moreover, an increase in joint inclination led to a decrease in deformation modulus, while an increase in JRC resulted in increased strength of the jointed samples.
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2023)
Article
Engineering, Geological
Xiang Fan, P. H. S. W. Kulatilake, Xin Chen
ENGINEERING GEOLOGY
(2015)
Article
Construction & Building Technology
He Manchao, R. Leal e Sousa, Andre Mueller, Euripedes Vargas, L. Ribeiro e Sousa, Chen Xin
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2015)
Article
Metallurgy & Metallurgical Engineering
Fan Xiang, P. H. S. W. Kulatilake, Chen Xin, Cao Ping
JOURNAL OF CENTRAL SOUTH UNIVERSITY
(2015)
Article
Engineering, Geological
Cheng Cheng, Xin Chen, Shifei Zhang
ENGINEERING GEOLOGY
(2016)
Article
Engineering, Geological
X. X. Yang, P. H. S. W. Kulatilake, X. Chen, H. W. Jing, S. Q. Yang
INTERNATIONAL JOURNAL OF GEOMECHANICS
(2016)
Article
Engineering, Geological
X. Chen, Q. Yang, K. B. Qiu, J. L. Feng
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
(2008)
Article
Engineering, Geological
Xin Chen, Zdenek P. Bazant
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
(2014)
Article
Materials Science, Multidisciplinary
Qiang Yang, Wei-Yuan Zhou, Xin Chen
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS
(2010)
Article
Mathematics, Applied
Yuanwei Pan, Yaoru Liu, Zhixiong Cui, Xin Chen, Qiang Yang
JOURNAL OF APPLIED MATHEMATICS
(2013)
Article
Metallurgy & Metallurgical Engineering
Chen Xin, Liao Zhi-hong, Peng Xi
JOURNAL OF CENTRAL SOUTH UNIVERSITY
(2013)
Article
Mechanics
Mingyao Li, Xin Chen, Dong Zhou, Yewang Su
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME
(2020)
Article
Energy & Fuels
Xin Chen, Zhongliang Feng, Cheng Cheng
Article
Energy & Fuels
Zhongliang Feng, Xin Chen, Yu Fu, Shaoshuai Qing, Tongguan Xie
Summary: This study investigated the influence of joint inclination angle on the mechanical behavior of jointed rock masses through physical model experiments and numerical modeling. The correlation between joint inclination angle, AE characteristics, and failure modes was revealed, as well as the three-stage response of pre-existing joints. The findings contribute to a better understanding of the critical factors controlling rock mass stability.
Article
Energy & Fuels
Peng-fei He, Pinnaduwa H. S. W. Kulatilake, Dong-qiao Liu, Man-chao He, Xin Chen
GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES
(2016)