A Multicomponent Particle Model and Linear Fitting Calibration Method for Heterogeneous Rocks
Deformation and failure of rock are very important to underground space engineering. In this paper, a new three-dimensional multicomponent bonded-particle model is developed for heterogeneous rocks. Granite samples from the Sanshandao Gold Mine are first analyzed using a microscope. Cylindrical and...
Main Authors: | Qifeng Guo, Ying Zhang, Xun Xi, Xu Wu, Meifeng Cai |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/1509719 |
Similar Items
-
Experimental Investigation and Numerical Simulation on the Crack Initiation and Propagation of Rock With Pre-Existing Cracks
by: Xun Xi, et al.
Published: (2020-01-01) -
Modelling the Crack Initiation and Propagation of Notched Rock Beam under the Three-Point Bending Load
by: Xun Xi, et al.
Published: (2020-01-01) -
Uniaxial Experimental Study of the Deformation Behavior and Energy Evolution of Conjugate Jointed Rock Based on AE and DIC Methods
by: Jiliang Pan, et al.
Published: (2020-01-01) -
Analysis of Progressive Failure Mechanism of Rock Slope with Locked Section Based on Energy Theory
by: Qifeng Guo, et al.
Published: (2020-03-01) -
Investigating the Effect of Rock Bridge on the Stability of Locked Section Slopes by the Direct Shear Test and Acoustic Emission Technique
by: Qifeng Guo, et al.
Published: (2020-01-01)