Dynamic modelling of induced seismicity

By J. Hazzard, R. P. Young. 2004

188 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Geophysics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/03ac0b63bdaf52c485b0684d097e2f063d75b17d

How researchers see this paper

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

In Civil and Structural Engineering

1. Zhihong Zhao
2. Zilong Zhou
3. Y. Zou
4. Xibing Li
5. C. Khazaei
6. R. Chalaturnyk
7. J. Hazzard
8. Feng Dai

In Geophysics

1. Zhihong Zhao
2. Zilong Zhou
3. Feng Dai
4. Y. Zou
5. C. Khazaei
6. Xibing Li
7. R. Chalaturnyk
8. Tao Zhao

In Mechanics of Materials

1. Zhihong Zhao
2. Xibing Li
3. Zilong Zhou
4. Feng Dai
5. Y. Zou
6. Nuwen Xu
7. Tao Zhao
8. C. Khazaei

Citations in the corpus

• A bonded-particle model for rock (2004, background): “Linkov emphasizes that a model embracing all of these features would be able to produce synthetic seismograms during a simulation [88], for example, of underground construction.”
• Damage quantification of intact rocks using acoustic emission energies recorded during uniaxial compression test and discrete element modeling (2015, methodology): “A common method to record seismic magnitudes in PFC is by monitoring changes in forces around each new bond breakage within a certain distance and time and then calculating the moment tensors, scalar moment and moment magnitudes based on that [Hazzard & Young, 2000, 2002, 2004].”
• Thermal Influence on Mechanical Properties of Granite: A Microcracking Perspective (2016, methodology): “This method has been successfully used to examine failure processes of various intact rocks such as granite (Al-Busaidi et al. 2005; Cho et al. 2007, 2008; Hazzard et al. 2000; Hazzard and Young 2004; Potyondy and Cundall 2004; Wanne and Young 2008; Yoon 2007), chalk (Hazzard et al.”
• Numerical Investigation of Dynamic Rock Fracture Toughness Determination Using a Semi-Circular Bend Specimen in Split Hopkinson Pressure Bar Testing (2016, methodology): “2005), induced seismicity (Hazzard and Young 2004), dynamic loading at a high rate (Hentz et al.”
• Numerical Simulation of the Rock SHPB Test with a Special Shape Striker Based on the Discrete Element Method (2014, methodology): “In addition, because PFC uses an explicit approach to solve the equations of motion, it can be conveniently used in dynamic simulations (Hentz et al. 2004; Hazzard and Young 2004).”