Numerical Modeling of Shear Behavior in Rough Joints of Unsaturated Sandstone
Using a tessellation method in Neper, the simplified 3DEC-GBM (three-dimensional discrete element grain–based model) is proposed for generating joint models with different roughnesses. The model is extended by implementing the generalized effective stress law to mimic the shear behavior of unsaturat...
Saved in:
| Main Authors: | Hanwen Jia, Tengfei Fu, Hongtao Bi, Songtao Hu |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2025-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/gfl/6667581 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Shearing Performance of Natural Joints with Different Roughnesses under Direct Shearing Tests
by: Yang Zhang, et al.
Published: (2022-01-01) -
Effects of Water/CO2 on the Shear Mechanical Properties of Straight Jointed Sandstone
by: LI Guobin, et al.
Published: (2024-11-01) -
Effect of Joint Roughness and Infill Thickness on Shear Characteristics of Rock Mass
by: Xuezhen Wu, et al.
Published: (2022-01-01) -
Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads
by: Gongfa Chen, et al.
Published: (2019-01-01) -
Influences of roughness and filling degree on the shear strength and damage evolution characteristics of cement-filled joints.
by: Zhilin Shu, et al.
Published: (2025-01-01)