A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests
Based on large-scale triaxial tests of sandy gravel materials, the strength and deformation characteristics under loading/unloading conditions are analyzed. At the same time, the applicability of the hyperbolic constitutive model to sandy gravel is studied using experimental data. The results indica...
| Published in: | Advances in Civil Engineering |
|---|---|
| Main Authors: | , , , , |
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
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| Online Access: | http://dx.doi.org/10.1155/2021/4998351 |