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

<div>Soil profiles of the test site at HEHR: w0, natural water content; γ, unit weight; Gs, specific gravity; Wp, plastic limit; WL, liquid limit; Ip, plastic index; e0, initial void ratio; OCR, overconsolidation ratio.</div>

Advances in Materials Science and Engineering

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Figure 2

Figure 2: Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study 

Figure 2 | Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study 