Research Article
Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles
Figure 8
The relationship between dynamic shear modulus Gd and dynamic strain εe of the unreinforced and reinforced expansive soil under the conditions of the freeze-thaw cycle. (a) σ3 = 50 kPa, unreinforced samples. (b) σ3 = 50 kPa, reinforced samples. (c) σ3 = 10 kPa, unreinforced samples. (d) σ3 = 10 kPa, reinforced samples.
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| (b) |
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