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Context 1
... soil from Amin bazar, Savar which is a clay type and the color is reddish brown, preparing disturbed soil and bringing it to the lab for property analysis using 5%, 10%, 15% rice husk and 5% cement as additives, and comparing it to the natural soil. The procedure for this study is shown in the flowchart (Fig. 1). In geotechnical engineering, the Liquid Limit (w L ), Plastic Limit (w p ), and Shrinkage Limit (w s ) are commonly used and tests are performed in accordance with ASTM standards. In stabilizing the soil, the stickiness and cohesion restrictions are more ...
Context 2
... soil from Amin bazar, Savar which is a clay type and the color is reddish brown, preparing disturbed soil and bringing it to the lab for property analysis using 5%, 10%, 15% rice husk and 5% cement as additives, and comparing it to the natural soil. The procedure for this study is shown in the flowchart (Fig. 1). In geotechnical engineering, the Liquid Limit (w L ), Plastic Limit (w p ), and Shrinkage Limit (w s ) are commonly used and tests are performed in accordance with ASTM standards. In stabilizing the soil, the stickiness and cohesion restrictions are more ...
Context 3
... soil from Amin bazar, Savar which is a clay type and the color is reddish brown, preparing disturbed soil and bringing it to the lab for property analysis using 5%, 10%, 15% rice husk and 5% cement as additives, and comparing it to the natural soil. The procedure for this study is shown in the flowchart (Fig. 1). In geotechnical engineering, the Liquid Limit (w L ), Plastic Limit (w p ), and Shrinkage Limit (w s ) are commonly used and tests are performed in accordance with ASTM standards. In stabilizing the soil, the stickiness and cohesion restrictions are more ...
