The perpetual shearing of granular soils under low stresses using the stadium shear device
The constitutive response of granular soils under indefinitely large shear deformation and low stress controls the dynamics of shallow landslides and offshore pipelines. Current testing devices, however, are either limited to small shear deformation or involve a non-uniform stress distribution acro...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Centre Mersenne
2022-08-01
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| Series: | Open Geomechanics |
| Subjects: | |
| Online Access: | https://opengeomechanics.centre-mersenne.org/ojs/article/view/24 |