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What is Geotech Lab 4 about?

This laboratory report presents the grain size analysis of a soil sample conducted by Group 1 at Rizal Technological University, utilizing ASTM D422 standards. The analysis determined the distribution of soil particles, revealing a coefficient of uniformity (Cu) of 13.63 and a coefficient of curvature (Cc) of 1.26, indicating a well-graded soil suitable for engineering applications. The results highlight the importance of particle size distribution in assessing soil behavior and its suitability for foundati

Author

Poseidon

Language

EN