Research on the Fracture Grouting Mechanism and PFC Numerical Simulation in Loess
According to the model test of fracture grouting in loess, the grout changes with the pressure variation, which can be divided into three stages, foundation, expansion and fracturing, and diffusion, and ultimately splits into “Y” shaped grout fractures. Using PFC2D particle flow software simulates t...
Saved in:
Main Authors: | Zhenlong Zhang, Zhushan Shao, Xiaobo Fang, Xijun Liang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/4784762 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Simulation of the Shear Behaviour of Cement Grout
by: Jianhang Chen, et al.
Published: (2021-01-01) -
Study on Numerical Simulation of Geometric Elements of Blasting Funnel Based on PFC5.0
by: Wenle Gao, et al.
Published: (2021-01-01) -
Numerical Simulation of Nanosilica Sol Grouting for Deep Tunnels Based on the Multifield Coupling Mechanism
by: Dongjiang Pan, et al.
Published: (2021-01-01) -
Seepage in Water-Rich Loess Tunnel Excavating Process and Grouting Control Effect
by: Zhengde Wei, et al.
Published: (2021-01-01) -
Grouting Reinforcement Mechanism and Multimodel Simulation Analysis of Longwall Goaf
by: Xueliang Li, et al.
Published: (2021-01-01)