Experimental and numerical investigation on the dynamic failure envelope and cracking mechanism of precompressed rock under compression-shear loads
The complex response of underground geomaterials subjected to dynamic disturbance arises from the microstructure redistribution under high in- situ stress and the resulting fracture behaviors at multiaxial stress states. Inclined specimens were employed in an axially constrained split Hopkinson pres...
Κύριοι συγγραφείς: | Xu, Y, Pellegrino, A, Dai, F, Du, H |
---|---|
Μορφή: | Journal article |
Γλώσσα: | English |
Έκδοση: |
American Society of Civil Engineers
2021
|
Παρόμοια τεκμήρια
Παρόμοια τεκμήρια
-
Experimental and simulation study on compressive failure of rock with pre-Y-shaped cracks
ανά: Chao Peng, κ.ά.
Έκδοση: (2024-01-01) -
Experimental and simulation study on compressive failure of rock with pre-Y-shaped cracks.
ανά: Chao Peng, κ.ά.
Έκδοση: (2024-01-01) -
Crack propagation and scale effect of random fractured rock under compression-shear loading
ανά: Yifan Chen, κ.ά.
Έκδοση: (2023-03-01) -
Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load
ανά: Xiang Fan, κ.ά.
Έκδοση: (2018-01-01) -
Precompression stress and compression index depend on the property used to represent the soil deformation in the compression curve
ανά: Paulo Ivonir Gubiani, κ.ά.
Έκδοση: (2016-01-01)