Cracking Processes in Rock-Like Material Containing a Single Flaw Under Uniaxial Compression: A Numerical Study Based on Parallel Bonded-Particle Model Approach

By Xiao-Ping Zhang, L. N. Wong. Rock Mechanics and Rock Engineering, 2011

609 citations recorded by the source corpus.

Subfields: Management, Monitoring, Policy and Law, Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/5f51319c675df234c343a35202c61115e017846f

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Management, Monitoring, Policy and Law

1. Xiaoping Zhou
2. Q. Qian
3. J. Bi
4. Lianyang Zhang
5. Xiaobin Ding
6. Yunteng Wang
7. M. Kou
8. Xiao-Ping Zhang

In Materials Chemistry

1. Xiaoping Zhou
2. Q. Qian
3. J. Bi
4. L. N. Wong
5. Lianyang Zhang
6. Xiaobin Ding
7. Yunteng Wang
8. M. Kou

In Mechanics of Materials

1. Xiaoping Zhou
2. Q. Qian
3. Xiao-Ping Zhang
4. L. N. Wong
5. J. Bi
6. Yunteng Wang
7. Lianyang Zhang
8. M. Kou

Citations in the corpus

• Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads (2018, methodology): “For the discrete numerical method, cracking particle method (CPM) [43, 44, 50], virtual internal bond method (VIBM) [74] and distinct lattice spring method (DLSM) [77], numerical manifold method (NMM) [28, 39, 55, 70, 71], discontinuous deformation analysis (DDA) [22, 55], discrete element method (D”
• The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads (2016, methodology): “The particle flow code (PFC) is a type of DEM, which is commercially available and is currently applied to solve crack problems (Yoon 2007; Lee and Jeon 2011; Zhang and Wong 2012).”
• Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws (2015, methodology): “The particle flow code (PFC) is a type of DEM, which is commercially available and has been applied to solve crack problems (Yoon 2007; Lee and Jeon 2011; Zhang and Wong 2012).”
• Loading rate effects on cracking behavior of flaw-contained specimens under uniaxial compression (2013, background): “2) and parameters (Table 2) are generally in accordance with those of our previous studies (Zhang and Wong 2012a,b), which are in turn comparable with those of the physical test for a rock-like material (gypsum) (Wong 2008; Wong and Einstein 2009a,b,c).”
• A new contact model to improve the simulated ratio of unconfined compressive strength to tensile strength in bonded particle models (2014, methodology): “The bonded particle model (BPM) has been used by many researchers to study the mechanical behavior of rocks [1–13].”