Research on the Strength Characteristics and Crack Propagation Law of Noncoplanar Nonthrough Jointed Rock Mass by PFC2D
In this study, five groups of numerical models with different conditions were established by using PFC2D (particle flow code) to simulate the direct shear tests of noncoplanar nonthrough jointed rock mass. It is proved that normal stress and shear rate, as well as the connectivity rate, relief angle...
Saved in:
| Main Authors: | Qingzhi Chen, Yuanming Liu, Shilong Mei, Kai Cao, Bin Du, Wei Wang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/6935414 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on Influence of Joint Surface Morphology on Strength and Deformation of Nonthrough Jointed Rock Masses under Direct Shear
by: Yuanming Liu, et al.
Published: (2021-01-01) -
The Explosive Crack Propagation Mechanism of Layered Rock Mass
by: Jinjing Zuo, et al.
Published: (2024-01-01) -
An Investigation on Local Shearing Mechanisms of Irregular Dentate Rock Joints Using the PFC
by: Jiuyang Huan, et al.
Published: (2022-01-01) -
Experimental Study of Three-Dimensional Propagation of Crack in Transparent Rock Mass
by: Zhende Zhu, et al.
Published: (2021-01-01) -
Influence of Rock Strength on the Propagation of Slotted Cartridge Blasting-Induced Directional Cracks
by: Yun Shu, et al.
Published: (2019-01-01)