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Mechanical Stress-Strain Characteristics and Model Behaviour of Geosynthetic Reinforced Soil Composites

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Technical paper about a study of shear strength and deformation characteristics of unreinforced, and geosynthetics reinforced residual soil, by performing tests using a computer controlled shear box apparatus with stress levels ranging between 50 to 400 kPa. Authors: Syed Abdul Mofiz and others.

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