Abstract
The triaxial compressive tests on saline frozen silty sand with the water content of 13% and Na2SO4 content of 0.5% were carried out at temperature of -6 ℃. The confining pressures ranged from 0.3 to 18 MPa. The results indicate that the influence of confining pressure on stress-strain curves is obvious at lower confining pressures, but with the increase of confining pressure, the influence gradually disappears; strength change with confining pressure can be divided into three stages: rapid growth stage of strength, slow growth stage of strength, decrease stage of strength; the initial tangent modulus E0 and the secant modulus at 50% strength E0.5 changing with confining pressure can be divided into three phases, two modulus growth with confining pressure in phase 1 and phase 2, and the change rate is larger in phase 2, decrease in phase 3, but the change rate of E0.5 is smaller under the whole scope of confining pressure, so E0.5 can be regard as a constant at a larger range of confining pressure in the engineering design if it is used as the deformation index, but with E0, the effect of confining pressure must be considered.
| Original language | English |
|---|---|
| Pages (from-to) | 836-842 |
| Number of pages | 7 |
| Journal | Meitan Xuebao/Journal of the China Coal Society |
| Volume | 41 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 1 Apr 2016 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2016, China Coal Society. All right reserved.
Keywords
- Elastic modulus
- Saline frozen silty sand
- Strength
- Triaxial compressive tests
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