Research Article
Investigation on Dynamic Stability of Cement-Stabilized Expansive Soil Subgrades Subjected to Repeated Heavy-Haul Train Loads
Figure 17
Ed/Edmax–εd fitting curve. (a) Virgin expansive soil. (b) Expansive soil stabilized with 3% cement content. (c) Expansive soil stabilized with 5% cement content.
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(b) |
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