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Improvement of Soft Marine Clay with Laterally Reinforced Silica-Manganese Slag Stone Column

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Figure

Table 1 Properties of clay
Fig. 2 Loading frame
Fig. 5 Effect of reinforcement placed at a spacing of 2.5cm on load-settlement behavior for varying embedment lengths Fig
Fig. 7 Variation of BCR for unreinforced and reinforced stone columns with geotextile spacing of D/2
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