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...
المؤلفون الرئيسيون: | Xu, Y, Pellegrino, A, Dai, F, Du, H |
---|---|
التنسيق: | Journal article |
اللغة: | English |
منشور في: |
American Society of Civil Engineers
2021
|
مواد مشابهة
-
Experimental and simulation study on compressive failure of rock with pre-Y-shaped cracks
حسب: Chao Peng, وآخرون
منشور في: (2024-01-01) -
Experimental and simulation study on compressive failure of rock with pre-Y-shaped cracks.
حسب: Chao Peng, وآخرون
منشور في: (2024-01-01) -
Crack propagation and scale effect of random fractured rock under compression-shear loading
حسب: Yifan Chen, وآخرون
منشور في: (2023-03-01) -
Experimental and Numerical Study of the Failure Behavior of Intermittent Rock Joints Subjected to Direct Shear Load
حسب: Xiang Fan, وآخرون
منشور في: (2018-01-01) -
Precompression stress and compression index depend on the property used to represent the soil deformation in the compression curve
حسب: Paulo Ivonir Gubiani, وآخرون
منشور في: (2016-01-01)