Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study

<div>Variation of fill heights (a), ground surface settlements (b), and ground surface settlements normalized by fill heights (c) with elapsed time for test embankment sections.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study 

Figure 5 | Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study 