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Model Testing Of Reinforced Soil Slope with Flexible Facing

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Figure

Table 1. Index Properties of Soil
Table 3. Observation using HDPE hexagonal slope protection geonet of 5mm
Fig. 8 Stress vs. strain with Rigid Facing
Fig.8, exemplify the graph plotted for the values of stress vs. strain calculated for four nails that are installed in the designed physical model in which rigid facing is used

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